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Articles 361 - 390 of 432
Full-Text Articles in Geotechnical Engineering
Seismic Response Of Inelastic Pile Foundations: A New Performance Based Design Philosophy, Nikos Gerolymos, Vassilis Drosos, George Gazetas
Seismic Response Of Inelastic Pile Foundations: A New Performance Based Design Philosophy, Nikos Gerolymos, Vassilis Drosos, George Gazetas
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
While seismic codes do not allow plastic deformation of piles, the Kobe earthquake has shown that limited structural yielding and cracking of piles may not be always detrimental. This paper focuses on the influence of soil compliance, pile-to-pile interaction, intensity of seismic excitation, pile diameter, above–ground height of the pile, location of plastic hinges (above or below ground development), on the seismic response of pile supported bridge structures. Evaluation of the bridge pier behaviour is achieved through key performance measure indices, as is: the displacement (global) and curvature (local) ductility demands and the maximum drift ratio. It is shown that …
Soil-Structure Interaction Analysis For Bridge Caisson Foundation, Zhao Cheng, Hubert Law, Yang Jiang
Soil-Structure Interaction Analysis For Bridge Caisson Foundation, Zhao Cheng, Hubert Law, Yang Jiang
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
In the practical seismic analysis for the project of South Park Bridge Replacement, the caisson foundations are modeled as Winkler springs in the global bridge model. The global bridge model is then excited by depth-varying ground motions acting along the height of the caisson. The foundation model would entail Winkler springs distributed over the surfaces of caisson to represent the soil continuum underlying the foundation and passive soil pressure acting on the sides. The soil springs are nonlinear for consideration of yielding of localized soil. In addition, gapping elements can also be implemented in series with the soil springs to …
Structure-To-Soil-Structure Interaction Analysis: A Case Study, Lisa M. Anderson, Tarek Elkhoraibi
Structure-To-Soil-Structure Interaction Analysis: A Case Study, Lisa M. Anderson, Tarek Elkhoraibi
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Current industry codes, such as ASCE 4-98 recommend consideration of Structure-to-Soil-Structure Interaction (SSSI) only when it is determined to have a significant effect on local results. In some cases, it is not computationally feasible, or too costly, to analyze an explicit model including a complex of all contributing structures. The significance of SSSI is dependent upon several variables, namely the characteristics of the soil, structures, and ground motion, as well as the spatial distance between structures. The SSSI effect is most significant for lighter structures adjacent to more massive structures that are founded on soil sites. The Hanford Waste Treatment …
Times-History Finite Element Dynamic Analysis - Soil Nail Wall - San Manuel Casino - Highland, California, Pirooz Barar, Qing Liu
Times-History Finite Element Dynamic Analysis - Soil Nail Wall - San Manuel Casino - Highland, California, Pirooz Barar, Qing Liu
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The site of the proposed Phase II Parking Facility at the San Manuel Resort Casino, Highland, California, is on a sloped terrain where there is a 35 ft. grade differential from the north to the south end of the planned structure. PB&A, Inc. was selected to design a 12,000 square foot Soil-Nailed wall with a maximum height of 37 ft. to protect the Parking Structure from the soil pressures resulting from sloping ground conditions at the site. The project site is located within 100 feet of the San Andreas Fault in the highly seismic Southern California region, characterized by numerous …
Wave-Induced Strength Weakening Of Soft Clay Below A Prefabricated Caisson Dike, Shuwang Yan, Jian Chu, Qijin Fan
Wave-Induced Strength Weakening Of Soft Clay Below A Prefabricated Caisson Dike, Shuwang Yan, Jian Chu, Qijin Fan
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
A case history of constructing offshore guide dikes on soft clay is presented in this paper. The guide dikes were constructed near the Shanghai Port, China, for deepening of navigation channel along the Yangtze Estuary. The guide dikes were designed as gravity retaining structures using prefabricated, semi-circular shaped concrete caissons. Some sections of the guide dikes were installed on a thick layer of soft soils. During the construction, the caissons in one section failed under a heavy storm. The causes of failure were investigated by running dynamic triaxial tests on undisturbed soil samples taken from the construction site, associated with …
Soft Soil Effect On Soft Storey Response, Tahmeed M. Al-Hussaini, Kamruzzaman Khan
Soft Soil Effect On Soft Storey Response, Tahmeed M. Al-Hussaini, Kamruzzaman Khan
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Multi-storied reinforced concrete frame (RCF) buildings with open first storey to provide parking space is common in Dhaka city, the capital of Bangladesh. Such buildings are likely to produce soft storey action when subjected to earthquake loadings. Bangladesh building code places Dhaka in a moderate earthquake zone with a zone coefficient (Z) value of 0.15. Several soft soil sites exist in the city, most of which have been created by filling up of low lands and water bodies without proper compaction. Such soft soil sites are likely to produce major site amplification effects during earthquakes. One-dimensional wave propagation using the …
The Variable Damping Concept In Pile Capacity Prediction By Wave Equation Analysis, Mark R. Svinkin
The Variable Damping Concept In Pile Capacity Prediction By Wave Equation Analysis, Mark R. Svinkin
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
A wave equation method is applied for pre-driving analysis of driveability calculations and capacity prediction of driven piles. For the majority of piles, there are substantial differences between predicting results and pile capacities determined from static or dynamic tests. Correct calculations of the dynamic resistance are important for accurate prediction of the pile capacity. The dynamic resistance depends on the pile velocity and the damping coefficient, but both of them cannot reflect time-dependent changes of the pile-soil system after the end of driving. Variation of the pile-soil system after pile installation can be taken into account with a variable damping …
A Review Of Seismic Lrfd (Load-And-Resistance Factor Design) Method For Mse (Mechanically Stabilized Earth) Walls, Fransiscus S. Hardianto, Kim M. Truong, John E. Sankey
A Review Of Seismic Lrfd (Load-And-Resistance Factor Design) Method For Mse (Mechanically Stabilized Earth) Walls, Fransiscus S. Hardianto, Kim M. Truong, John E. Sankey
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The introduction of AASHTO’s LRFD (load-and-resistance factor design) method for the design of MSE (mechanically stabilized earth) walls in 2004 has gradually replaced conventional state-of-the-practice seismic ASD (allowable stress design) method in some states, and by FHWA mandate should completely replace the ASD method by 2010. Limit equilibrium analyses based on Mononabe- Okabe (M-O) pseudo-static method had been the standard method of estimating the seismic external thrust and inertia force for MSE walls. Considering the flexible nature of MSE walls that allow deformation without compromising structural integrity, in the LRFD method, the displacement based pseudo-static method that was developed from …
Application Of Vertical Reinforcement For Performance Enhancement Of Reinforced Soil Under Seismic Loading, Binod Shrestha, Hadi Khabbaz
Application Of Vertical Reinforcement For Performance Enhancement Of Reinforced Soil Under Seismic Loading, Binod Shrestha, Hadi Khabbaz
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Reinforced soils have been widely used in geotechnical structures as a result of their satisfactory performance and cost effectiveness. A number of investigations have been carried out to find out the seismic deformation modes of reinforced soil walls with conventional horizontal inclusions. This study puts forward a new concept of soil reinforcement, applying vertical reinforcement together with conventional horizontal reinforcement. A key difference between the general practice and after insertion of vertical reinforcement is that the latter not only provides passive resistance against shearing due to making intact layers but also increases the strength and stability of the reinforced soil. …
Effects Of Internal Gas Explosion On An Underwater Tunnel Roof, Omar Al-Farouk Salem Al-Damluji, Akram Younis Thannon Al-Sa'aty, Rafi' Mahmoud Sulaiman Al-Nu'aimy
Effects Of Internal Gas Explosion On An Underwater Tunnel Roof, Omar Al-Farouk Salem Al-Damluji, Akram Younis Thannon Al-Sa'aty, Rafi' Mahmoud Sulaiman Al-Nu'aimy
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
An underwater reinforced concrete tunnel roof is subjected to an internal gas explosion. Dynamic analyses are performed for three cases, namely, (1) an uncoupled solution, (2) class II coupling analysis and (3) full model with class I and II couplings. Three load cases are considered, dead (gravity) load, uniformly distributed vertical loads from sand and water and finally an internal pressure gas explosion. Linear and non-linear constitutive relationships are considered for the materials constituting the gas explosion problem. Results include time deflection of tunnel roof, time histories of stresses in vertical reinforcing bars and contours of concrete stresses for tunnel …
Effects Of Wall-Soil-Structure Interaction On Seismic Response Of Retaining Wall, Aditya Parihar, Navjeev Saxena, D. K. Paul
Effects Of Wall-Soil-Structure Interaction On Seismic Response Of Retaining Wall, Aditya Parihar, Navjeev Saxena, D. K. Paul
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Retaining walls have suffered damages under past earthquakes. Usually the analyses do not consider the retained soil’s interaction with the wall, which takes place during dynamic conditions. The consideration makes the wall-soil system more flexible than the wall alone. The conditions of separation of wall (during interactions) again change the dynamic characteristics of the assumed wall-soil system that needs to be addressed. The paper presents a study on the behavior of the retaining wall under static as well as seismic conditions considering above aspects. The wall-soil interaction model incorporates the modeling of interface between them. The system is idealized as …
Numerical Simulation Of The Performance Of Cantilever Walls Subjected To Seismic Loading, Alberto Pettiti, Dominic Assimaki, Sebastiano Foti
Numerical Simulation Of The Performance Of Cantilever Walls Subjected To Seismic Loading, Alberto Pettiti, Dominic Assimaki, Sebastiano Foti
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The design of flexible earth retaining structures against seismic loading is a challenging geotechnical problem, and it is typically conducted using pseudo-static approaches, which do not adequately represent the transient loading conditions of earthquake motions. Numerical analyses of designed walls with simplified material models showed high stresses in the structure when subjected to both dynamic and pseudo-static conditions, and a very large amount of reinforcement would be required to avoid the formation of plastic hinges. On the other hand, detailed simulations with inelastic material behaviour would yield more realistic estimations of the retaining structural response and improve the efficiency of …
A Comparison Of Local Site Conditions With Passive And Active Surface Wave Methods, Arif Mert Eker, Haluk Akgün, Mustafa Kerem Koçkar
A Comparison Of Local Site Conditions With Passive And Active Surface Wave Methods, Arif Mert Eker, Haluk Akgün, Mustafa Kerem Koçkar
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
This study encompasses dynamic soil characterization and seismic hazard mapping of the Plio-Quaternary and especially Quaternary alluvial sediments of the Çubuk district and its close vicinity that is situated towards the north of Ankara. The project site is located at a region which has a potential of being seriously affected by a possible earthquake occurring along the Çubuk Fault Zone that is thought to be a continuation of the Dodurga Fault Zone and a sub-fault belt of the North Anatolian Fault System that is one of the most prominent fault systems in Turkey with significant earthquake potential. Non-invasive seismic methods …
An Alternative Method For Probabilistic Seismic-Hazard Assessment: A Case Study Of Three Cities, Hing-Ho Tsang, Saman Yaghmaei-Sabegh, P. Anbazhagan, M. Neaz Sheikh, T. G. Sitharam, J. S. Vinod
An Alternative Method For Probabilistic Seismic-Hazard Assessment: A Case Study Of Three Cities, Hing-Ho Tsang, Saman Yaghmaei-Sabegh, P. Anbazhagan, M. Neaz Sheikh, T. G. Sitharam, J. S. Vinod
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The conventional source-based method of probabilistic seismic-hazard assessment is considered difficult to conduct for regions lacking adequate information on the source characteristics, or with a paucity of recorded strong ground motion data. Meanwhile, the historic method is unreliable in estimating the hazard at low probability. This paper proposes a midway approach, derived from the source-based method, yet does not require the characterization of seismic sources. While the method possesses the simplicity of the historic method, it is extended to account for large events that have not been observed historically, in order to improve the reliability of hazard calculation at low …
Gis-Based Identification Of Topographic Sites In Italy With Significant Ground Motion Amplification Effects, Vera Pessina, Emilia Fiorini, Roberto Paolucci
Gis-Based Identification Of Topographic Sites In Italy With Significant Ground Motion Amplification Effects, Vera Pessina, Emilia Fiorini, Roberto Paolucci
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Surface topography can significantly affect earthquake ground motions, as suggested by many examples of unexpected damage suffered by buildings located on the top of hills, on ridges or along slopes. European and Italian seismic codes suggest topographic aggravation factors in the 1 – 1.4 range to be applied to seismic actions, depending not only on simple morphologic parameters (average slope angle, width and height of the relief) but also on the type of relief (isolated cliff or ridge) and on the location of the site relative to the relief. Furthermore, strongly irregular topographies should be dealt with by a specific …
Preparation The Site Specific Spectrum For Civil Regions Of Zagross Mountains, Kaveh Andisheh, Seydeh Sara Hossini, Mortaza Taghizadeh
Preparation The Site Specific Spectrum For Civil Regions Of Zagross Mountains, Kaveh Andisheh, Seydeh Sara Hossini, Mortaza Taghizadeh
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
In this paper the site specific spectra for a region of the Zagros Mountains containing 5 cities in Kurdistan province of Iran is prepared. For this purpose, all the occurred earthquakes, containing both historical and instrumental events, in each 5 city have been gathered then main earthquakes was prepared by elimination the aftershocks, foreshocks, and the incorrect reported events from the data and main earthquakes were taken into consideration to calculate the seismic parameters by Kijko [2000] method considering uncertainty in magnitude and incomplete earthquake catalogue. All seismic sources of the region are modeled and recurrence relationship is established. After …
Ground Motion Study On Dumbarton Toll Bridge, Te-Chih Ke, Hubert Law, Po Lam, Brian Maroney, Saba Mohan, Jason Weinstein
Ground Motion Study On Dumbarton Toll Bridge, Te-Chih Ke, Hubert Law, Po Lam, Brian Maroney, Saba Mohan, Jason Weinstein
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The existing Dumbarton Toll Bridge was built in 1982, connecting the cities of Newark and East Palo Alto in the San Francisco Bay Area. The initial vulnerability studies conducted by California Department of Transportation (Caltrans) in 2004 indicated that the performance of the bridge during a maximum credible earthquake was uncertain. Earth Mechanics, Inc. (EMI) has carried out the necessary study for the seismic evaluation of the bridge. An extensive field investigation was undertaken both on-land and over-water at the site to develop the idealized subsurface profile along the bridge alignment. According to the probabilistic and deterministic seismic hazard analyses …
Ground Improvement By Dynamic Compaction At A Tailings Disposal Facility, Howard D. Plewes, Robert W. Chambers, Rick Friedel, Terence K. Jibiki, Alex Sy
Ground Improvement By Dynamic Compaction At A Tailings Disposal Facility, Howard D. Plewes, Robert W. Chambers, Rick Friedel, Terence K. Jibiki, Alex Sy
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
This paper presents two case histories of ground improvement by dynamic compaction (DC) at the Myra Falls mine in Vancouver Island, British Columbia, Canada. Dynamic compaction was employed to densify soils at two sites within the operating mine: a waste rock dump beneath a new processing plant to reduce settlements beneath the structure foundations (Site A); and coarse fluvial and colluvial soils at the toe of an existing tailings embankment to improve seismic resistance against liquefaction (Site B). At Site A, the variable plant loadings required variable compaction energy to achieve uniform foundation performance. At Site B, the foundation soils …
Numerical Study Of The Seismic Response Of An Urban Overpass Support System, Juan M. Mayoral, Francisco A. Flores, Miguel P. Romo, Manuel J. Mendoza
Numerical Study Of The Seismic Response Of An Urban Overpass Support System, Juan M. Mayoral, Francisco A. Flores, Miguel P. Romo, Manuel J. Mendoza
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
A strategic urban overpass is to be built in the so-called transition and hill zones in Mexico City. The subsoil conditions at these zones typically consist on soft to stiff clay and medium to dense sand deposits, randomly interbedded by loose sand lenses, and underlain by rock formations that may outcrop in some areas. Several critical supports of this overpass are going to be instrumented with accelerometers, inclinometers and extensometers to assess their seismic performance during future earthquakes and to generate a database to calibrate soil-structure-interaction numerical models. This paper presents the seismic performance evaluation of one of these supports. …
Microzonation Study Of Duzce, Turkey, Dimitra Manou, Maria Manakou, Maria Alexoudi, Anastasios Anastasiadis, Kyriazis Pitilakis
Microzonation Study Of Duzce, Turkey, Dimitra Manou, Maria Manakou, Maria Alexoudi, Anastasios Anastasiadis, Kyriazis Pitilakis
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Duzce in Turkey was severely damaged during the November 12th, 1999 earthquake (Mw 7.2). The paper presents different surveys and studies performed after the earthquake, which resulted in the microzonation study of the city. At first we collected and analyzed all available geophysical and geological data. Then we performed a well focused geophysical and geotechnical campaign comprising a sufficient number of shallow and deep boreholes, seismic down-hole tests, array measurements of microtremors and ambient noise measurements. The synthesis of all these data resulted in the construction of the seismic geotechnical map and the geometry of the “seismic bedrock” of the …
Performance Of Solid Waste Soil In Earthquake Of Boroujerd And Silakhor, Hamed Niroumand
Performance Of Solid Waste Soil In Earthquake Of Boroujerd And Silakhor, Hamed Niroumand
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
This paper presented survey of solid waste without geosynthetics in Boroujerd and Silakhor earthquake and it’s compared with a case of solid waste with geosynthetics under seismic in earthquake of Boroujerd. The result of performance of solid waste soils during earthquakes is the most real source of information on the seismic reaction of solid waste soils. The information from a big Broujerd and Silakhor earthquakes indicate that the typical performance of soils during earthquake is different. Thus, combined with the fact that limited soil with geosynthetic liners and no more waste soil with a geosynthetic use have been subjected to …
Fault Hazard Characterization For A Transportation Tunnel Project In Coronado, California, James R. Gingery, Scott H. Rugg, Thomas K. Rockwell, Bruce R. Hilton
Fault Hazard Characterization For A Transportation Tunnel Project In Coronado, California, James R. Gingery, Scott H. Rugg, Thomas K. Rockwell, Bruce R. Hilton
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
This paper presents the results of a fault hazard study performed as part of a proposed traffic tunnel project in Coronado, California. The 2.3 km alignment crosses the Coronado fault, which is considered active by the California Geological Survey. Although the location of the Coronado fault offshore of Coronado had been well established through previous studies, the fault had never been definitively located on land. A study was undertaken that utilized four principal investigation methods: a seismic reflection survey, large diameter borings, closely-spaced cone penetrometer tests (CPT) and a fault trench. This study was the first to positively locate the …
San Diego Seismic Study – Lane Field, Garry W. Cannon, Joseph J. Vettel, Shawn Weedon
San Diego Seismic Study – Lane Field, Garry W. Cannon, Joseph J. Vettel, Shawn Weedon
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The Lane Field Property, located northwest of the intersection of Broadway and Pacific Highway on the San Diego Bay Embarcadero in downtown San Diego, California is slated for development of a 40-story, mixed-use, retail/hotel with two subterranean parking levels. Site conditions posed several challenges during the design and implementation of the geotechnical and geologic fault studies. The 6.2-acre site was reclaimed by dredge fill from San Diego Bay in approximately 1900 by the City of San Diego. Prior to 1900, the bay shoreline coincided approximately with the eastern edge of the property. A baseball park was built at the site …
Seismic Hazard Evaluation For Design Of San Vicente Dam Raise, Leo D. Handfelt, Ivan Wong, Patricia Thomas, Timothy Dawson, Jim Zhou, Nicola Kavanagh
Seismic Hazard Evaluation For Design Of San Vicente Dam Raise, Leo D. Handfelt, Ivan Wong, Patricia Thomas, Timothy Dawson, Jim Zhou, Nicola Kavanagh
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The San Diego County Water Authority (Water Authority) is undertaking a raise of the existing San Vicente Dam to provide both emergency and carryover storage to increase local reservoir supplies in San Diego County, California, USA. The emergency storage is required in case of a disruption to the imported water transmission system from floods or earthquakes and the carry-over storage would be utilized to store water during “wet” seasons to carry-over to seasons of drought. The existing San Vicente Dam is a 220 foot (67 m) high concrete gravity dam completed in 1943 with 90,063 acre-feet of storage. The raised …
The Rose Canyon Fault Zone In San Diego, Thomas Rockwell
The Rose Canyon Fault Zone In San Diego, Thomas Rockwell
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The Rose Canyon fault bisects the City of San Diego, producing much of the unique beauty of the city with the uplift of Mt. Soledad and subsidence producing the natural harbor of San Diego Bay. Geologic studies demonstrate that the late Quaternary slip rate is in the range of 1-2 mm/yr, which although only a fraction of the plate margin slip budget, has the potential to produce major damage in “America’s finest city”. Paleoseismic trenching in La Jolla and downtown San Diego indicate that the most recent surface rupture occurred only a few hundred years ago, sometime after about AD1523 …
Behavior Of Model Piles In A Liquefiable Soil In Shaking Table Tests, Chia-Han Chen, Tzou-Shin Ueng
Behavior Of Model Piles In A Liquefiable Soil In Shaking Table Tests, Chia-Han Chen, Tzou-Shin Ueng
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The responses of model piles in a liquefiable ground under one- and two-dimensional shakings were studied in a physical model test using a large biaxial laminar shear box on the shaking table at the National Center for Research on Earthquake Engineering (NCREE), Taiwan. The model piles were made of stainless steel pipe and aluminum alloy pipe with an outer diameter of 101.6 mm and a wall thickness of 3.0 mm for the study of the soil-pile interactions with two kinds of stiffness of pile. Each model pile was placed in the shear box containing saturated clean fine sand. The pile …
E-Defense Shaking Table Test On The Behavior Of Liquefaction-Induced Lateral Spreading Of Large-Scale Model Ground With A Pile-Foundation Structure Behind Quay Wall, Kentaro Tabata, Masayoshi Sato
E-Defense Shaking Table Test On The Behavior Of Liquefaction-Induced Lateral Spreading Of Large-Scale Model Ground With A Pile-Foundation Structure Behind Quay Wall, Kentaro Tabata, Masayoshi Sato
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
To investigate the behavior of liquefaction-induced lateral spreading of ground and mechanism of its influencing failure of structures, a shaking table test of a large-scale model with liquefiable sand deposit was performed at the E-Defense shaking table testing facility. The model in a rigid container 16 meters long, 4 meters wide and 5 meters high had a pile-foundation structure behind caisson-type quay wall in the deposit. About 900 sensors and other instrumentations were installed with the model, acquiring accelerations, strains, pore water pressures, and even large displacements occurred by extensive behavior. To the model, two-dimensional, horizontal and vertical motions based …
Experimental Study Of The Dynamic Interaction Between The Foundation Of The Nees/Ucsd Shake Table And The Surrounding Soil, Ozgur Ozcelik, J. Enrique Luco, Joel P. Conte, Luis H. Mendoza
Experimental Study Of The Dynamic Interaction Between The Foundation Of The Nees/Ucsd Shake Table And The Surrounding Soil, Ozgur Ozcelik, J. Enrique Luco, Joel P. Conte, Luis H. Mendoza
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The results of an extensive experimental study of the dynamic interaction between the foundation block for the NEES/UCSD Large High Performance Outdoor Shake Table and the surrounding soil are presented. The vibrations induced by the two large NEES/UCLA eccentric mass shakers were recorded at multiple stations within the reinforced concrete foundation block and on the soil up to distances of 270 m from the block. The results obtained for the deformation pattern of the reaction block, the frequency response at selected stations on the block, and the average rigid-body motion of the foundation and its dependence on frequency for longitudinal …
Ground Improvement Using Stone Column, K. S. Beena
Ground Improvement Using Stone Column, K. S. Beena
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The use of stone column (called granular piles) has proved to be an economical and technically viable ground improvement technique for construction on soft soils and has been successfully applied for the foundation structure like oil storage tanks, earth embankments, raft foundation etc. When the stone columns are installed in extremely soft soils, the lateral confinement offered by the surrounding soil may not be adequate to form the stone column. In such soil, encasing the stone column with a geotextile can induce required lateral confinement. Considering the cost aspect of stone columns, the major portion of the cost owes to …
Numerical And Experimental Investigation Of Soil Behaviour Under Stationary Excitation, Holger Wienbroer, Daniel Rebstock, Gerhard Huber
Numerical And Experimental Investigation Of Soil Behaviour Under Stationary Excitation, Holger Wienbroer, Daniel Rebstock, Gerhard Huber
International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
The effect of earthquakes on the behavior of soil and/or structures is usually investigated using earthquake-like signals as input for loading. This holds true for most of numerical and experimental simulations. In contrast to those approaches sinusoidal excitation was used here. The benefit of this type of excitation is an increased observability of the system, which is a precondition for a systematic investigation. Since sinusoidal excitation allows a gradually, step by step increase of the applied loading, the state of the soil (density and effective stress) as well as pore water pressure are transient. Therefore they are varying slowly and …