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Articles 7441 - 7470 of 13031
Full-Text Articles in Engineering
Deep Excavation In An Urban Area: A Case Study, Mohammad Sharif Rajabi, Farzin Kalantary
Deep Excavation In An Urban Area: A Case Study, Mohammad Sharif Rajabi, Farzin Kalantary
International Conference on Case Histories in Geotechnical Engineering
Due to regulations requiring provision of car park in the typical multi-story buildings in the urban areas and the high cost of land, deep excavation adjacent to existing structures have become common-place in Iran. Limiting lateral as well as vertical displacement of the adjacent structures has proven to be a major geotechnical challenge especially in the coarse grained alluvium of Tehran where determination of geotechnical parameters is tedious. Often active temporary support methods such as "rigid pad – anchoring" and/or "anchored soldier piles" are used in combination with nailing. However, arriving at the optimum design for such projects for the …
Effects Of Arching On Measurement Of Embedded Pressure Cell In Embankment Dam, Dorsa Elmi, Ali Asghar Mirghasemi
Effects Of Arching On Measurement Of Embedded Pressure Cell In Embankment Dam, Dorsa Elmi, Ali Asghar Mirghasemi
International Conference on Case Histories in Geotechnical Engineering
Field observation and monitoring earth structures is vital to design the structure safely and efficiently. Among different types of instruments, earth pressure cells (EPCs) are used to measure soil pressure in embankment dams, which are not proved to be entirely satisfactory. Presence of cells and installation methods usually affect the accuracy of total stress measurements. Since earth pressure cells are prone to damage by large and sharp stones or by using heavy compaction rollers, one excavates a trench and place EPC within fine grained soil which is compacted with light-weight machines. This nonconformity results in local arching between the installation …
Relook At Foundation Design Of Re Structures In Indian Environment Based On Case Study, Ravin M. Tailor, Jigisha M. Vashi, Mahesh D. Desai
Relook At Foundation Design Of Re Structures In Indian Environment Based On Case Study, Ravin M. Tailor, Jigisha M. Vashi, Mahesh D. Desai
International Conference on Case Histories in Geotechnical Engineering
India has massive infrastructure development plan in next decade. The safety, cost optimization saving construction time is challenges to engineers. The mass communication progress of 11th & 12th five year plans involves design and execution of large number of underpasses/flyovers through out country. The problems faced by adoption of foundation practice in India based on interpretation of BS 8006 / 1995 during execution are analyzed. Though not widely publicized, failures of walls or part of facial block wall are reported. To avoid contract schedules quick remedial measures are adopted, which based on consultants and facilities includes stone columns, lime piles, …
Rebuild Of Us 27, Don W. Dotson, Christopher J. Ramsey
Rebuild Of Us 27, Don W. Dotson, Christopher J. Ramsey
International Conference on Case Histories in Geotechnical Engineering
An existing four lane section of US 27 was widened to eight lanes. The project lies in the rugged Valley and Ridge Province of the Appalachian mountains starting at the Tennessee River in Chattanooga, Tennessee and extending 2.6 km north to Signal Mountain Boulevard. This terrain presented many challenges to accommodate the road widening in the narrow, rugged topography. Multiple tiered wall systems consisting of large tieback walls, post-tensioned reaction blocks, and gravity MSE walls for a total of approximately 30 retaining walls were required. The retaining walls served to stabilize the thrust faulted geology while also minimizing right-of-way acquisitions. …
Wolf Creek Dam: Instrumentation & Monitoring, Georgette Hlepas, W. G. Walker
Wolf Creek Dam: Instrumentation & Monitoring, Georgette Hlepas, W. G. Walker
International Conference on Case Histories in Geotechnical Engineering
Wolf Creek Dam was designed and constructed between 1932 and 1952. The approximate 1 mile long combination concrete gravity and earth fill structure is located on the Cumberland River near Jamestown, KY and stores up to six million ac-ft at the maximum flood pool storage level. In 1967-1968, seepage in the foundation of the embankment section was evidenced by sinkholes and muddy flows identified on the downstream side of the dam and Instruments identified seepage through the dam foundation. A concrete barrier wall was constructed in 1975-1979, however dam monitoring in 2004 indicated that seepage persisted through the foundation. Currently, …
General Report – Session 1, Sanjeev Kumar, Devendra Narain Singh, Prabir K. Kolay
General Report – Session 1, Sanjeev Kumar, Devendra Narain Singh, Prabir K. Kolay
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
General Report – Session 2, Kenneth Gavin, Min-Keong Chung, Jose Clemente
General Report – Session 2, Kenneth Gavin, Min-Keong Chung, Jose Clemente
International Conference on Case Histories in Geotechnical Engineering
The complete title of Session two on case histories of unexpected behavior of foundations made reference to unusual soils, diverse environments, a wide range of foundation test methods and structures ranging from historic monuments to tall buildings and towers. In attempting to provide a narrative to the myriad papers submitted which match the session themes we must consider whether unanticipated foundation behavior can ever be described as unexpected. In every project Geotechnical Engineers are charged with predicting the response of structures composed of or built on naturally heterogeneous material. The process (which is not linear) consists of many stages including …
General Report - Session 4, Jorge F. Meneses, Robert Kayen
General Report - Session 4, Jorge F. Meneses, Robert Kayen
International Conference on Case Histories in Geotechnical Engineering
This General Report presents a summary of the 22 papers accepted for the Session 4 focused on Case Histories on Failure and Remediation of Geotechnical Earthquake Engineering, including landslides and Lessons from Recent Earthquakes, and Case Histories on Engineering Vibrations, Vibration Control for Underground and Surface Constructions, with Specific Emphasis on the Urban Environment; Predictions, Monitoring and Solutions; Blasting for Tunnels in Soft Ground and Rock, Discontinuous Rocks and their Application to Water Resources Projects, and Remediation. The papers originate from twelve countries and cover significant topics and projects in the area of geotechnical earthquake engineering, and engineering vibration. These …
General Report - Session 6, Krishna R. Reddy, Scott Anderson, K. S. Beena, Joel G. Burken, James R. Gingery, Chavdar Kolev, Sri Atmaja P. Rosyidi, Yasunori Yano
General Report - Session 6, Krishna R. Reddy, Scott Anderson, K. S. Beena, Joel G. Burken, James R. Gingery, Chavdar Kolev, Sri Atmaja P. Rosyidi, Yasunori Yano
International Conference on Case Histories in Geotechnical Engineering
This general report provides a summary of 40 accepted papers submitted to sessions 6a on ground improvement methods and session 6b on geoenvironmental engineering. The papers are contributed by the researchers and professionals from the United States and 15 other countries and they cover a wide range of topics based on laboratory experiments, field design, construction and monitoring, and mathematical modeling. A brief summary of each paper is provided under organized sections and the reader is referred to consult the full paper for details. Finally, the topics for discussion are listed.
General Report - Session 7, Scott Newhouse, Cholachat Rujikiatkamjorn, Gary F. Goodheart, Ahijit Sheth, Philip Robins
General Report - Session 7, Scott Newhouse, Cholachat Rujikiatkamjorn, Gary F. Goodheart, Ahijit Sheth, Philip Robins
International Conference on Case Histories in Geotechnical Engineering
The authors have prepared this General Report for Conference Session 7. Session 7 includes two divisions with themes in transportation projects, and the use of instrumentation and monitoring methods, as described below in the introduction. The authors reviewed a total of 16 papers from 10 countries. The General Report includes a summary table of all of the submitted papers, and individual summaries of each.
General Report - Session 8, Dhirendra S. (Sax) Saxena, Ram D. Singh, Rutuparna Joshi, Prashanth Vaddu
General Report - Session 8, Dhirendra S. (Sax) Saxena, Ram D. Singh, Rutuparna Joshi, Prashanth Vaddu
International Conference on Case Histories in Geotechnical Engineering
This General Report presents a summary of the eleven (11) papers accepted for the session 8 focused on Case History of Forensic-Geotechnical Engineering and Case Histories on Health Monitoring and Retrofit of Infrastructure. The session includes discussion of Reliability of Codes; Risk Analysis Pertaining to Public Structures, Non-Destructive Evaluation and Load Testing of Drilled Shafts, Auger Cast Piles and Driven Piles, and Damage Evaluation; Advance Information, Systems in the Geotechnical Risk Predication and Assessment. The papers originate from eight countries and cover an array of important topics in the area of forensic and geotechnical engineering. These include case histories; geotechnical-forensic …
Keynote Address, W. D. Liam Finn, Guoxi Wu
Keynote Address, W. D. Liam Finn, Guoxi Wu
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Dedication, Shamsher Prakash
Dedication, Shamsher Prakash
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Meet Our Authors, Multiple Authors
Meet Our Authors, Multiple Authors
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Lindsay Lomax Bagnall, Lindsay Lomax Bagnall
Lindsay Lomax Bagnall, Lindsay Lomax Bagnall
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Osp-1: Boominathan Adimoolam, Boominathan Adimoolam
Osp-1: Boominathan Adimoolam, Boominathan Adimoolam
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Cnb-1: Tony A. Kiefer, P.E., Tony A. Kiefer
Cnb-1: Tony A. Kiefer, P.E., Tony A. Kiefer
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Rbp-1: Shamsher Prakash, Shamsher Prakash
Rbp-1: Shamsher Prakash, Shamsher Prakash
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Soap-1: Clyde N. Baker, Jr., Clyde N. Baker Jr.
Soap-1: Clyde N. Baker, Jr., Clyde N. Baker Jr.
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Keynote Lecture: W. D. Liam Finn, W. D. Liam Finn
Keynote Lecture: W. D. Liam Finn, W. D. Liam Finn
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Organizing Committee, Multiple Members
Organizing Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Core Planning Committee, Multiple Members
Core Planning Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Chicago Area Committee, Multiple Members
Chicago Area Committee, Multiple Members
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Cooperating Organizations, Multiple People
Cooperating Organizations, Multiple People
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Conference Supporters, Multiple Participants
Conference Supporters, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Financial Co-Sponsor, Multiple Participants
Financial Co-Sponsor, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
Exhibitors, Multiple Participants
Exhibitors, Multiple Participants
International Conference on Case Histories in Geotechnical Engineering
No abstract provided.
A Comparison Of Three And Two-Dimensional Analyses Of Rockfill Dams In Narrow Valleys (A Case Study: The Vanyar Dam), Mehdi Derakhshandi, Mojtaba Honarmand, Amir Hossein Sadeghpour
A Comparison Of Three And Two-Dimensional Analyses Of Rockfill Dams In Narrow Valleys (A Case Study: The Vanyar Dam), Mehdi Derakhshandi, Mojtaba Honarmand, Amir Hossein Sadeghpour
International Conference on Case Histories in Geotechnical Engineering
A two-dimensional analysis of the largest cross-section of earth dams may generate appropriate results provided that the dam is located in a U-shape valley. The Vanyar dam has been constructed in a narrow valley. With regard to the geometrical consideration of the valley, there is no plane strain condition throughout the long side of the dam. In this research, the results of three and two dimensional numerical analyses of the Vanyar dam are compared in terms of settlement, pore water pressure, and total vertical stress. These analyses were carried out by a finite difference method through FLAC-3D and FLAC-2D softwares. …
A Non-Linear Method To Estimate Elastic Settlement Of Shallow Foundations Using Small-Strain Stiffness, Reza Amini Ahidashti, Abdolhosain Hadad
A Non-Linear Method To Estimate Elastic Settlement Of Shallow Foundations Using Small-Strain Stiffness, Reza Amini Ahidashti, Abdolhosain Hadad
International Conference on Case Histories in Geotechnical Engineering
In this paper, we investigated how to utilize the small-strain stiffness order to estimate the settlement of shallow foundation on granular soils. For this purpose, a power law equation between normalized shear modulus and shear strain was presented. Based on elasticity theory and proposed equation, a new method in term of small-strain stiffness was suggested order to estimate the immediate settlement. In order to evaluate the proposed method, a series case history was studied, that included the loading tests and seismic geophysical tests. These field measurements are compared to the predicted values. The result indicated that the proposed method in …
A Us-India Example In Case History Use In Levee Safety — A Multi-Cultural Perception Of What It Is, And How Should It Be Applied, Padmakar Srivastava, Alan Tamm, Eric Halpin, Winston Yu
A Us-India Example In Case History Use In Levee Safety — A Multi-Cultural Perception Of What It Is, And How Should It Be Applied, Padmakar Srivastava, Alan Tamm, Eric Halpin, Winston Yu
International Conference on Case Histories in Geotechnical Engineering
The State of Bihar, India experienced substantial flooding in the Ganges Basin as a result of levee (embankment) non performance. As a result of the 2008 failures the Bihar Water Resources Department is examining, as a programmatic model, the US experience in establishing and conducting the United States Army Corps of Engineers (USACE) Levee Safety Program. This case model examination is intended to structure a new program for managing the Bihari embankment infrastructure. Similar to many historical flood control initiatives throughout the world, India’s embankment infrastructure shows the effects of aging and multi-purpose use of the facilities. To examine what …