derwenchang

Design and Analysis 1
CHAPTER 1------------------------------------------------------------------------------------- 3
PILED RAFT CONCEPT: A VIRTUOUS EXAMPLE TO GET MORE WITH LESS
Alessandro Mandolini, Raffaele Di Laora, Chiara Iodice
CHAPTER 2------------------------------------------------------------------------------------ 15
PRACTICES OF PILE FOUNDATION DESIGN IN JAPAN, AND DEMONSTRATIVE
ANALYSES OF PILED RAFTS COMPARED WITH PILE GROUPS
Tatsunori Matsumoto, Junji Hamada, Mayumi Kawamori, Atsushi Morikage
CHAPTER 3--------------------------------------------------------------------------------- 33
PROPOSED 3-D ANALYTICAL METHOD FOR PILED RAFT FOUNDATIONS
Sangseom Jeong, Hyunsung Lim
CHAPTER 4----------------------------------------------------------------------------------- 47
SEISMIC RESPONSE OF COMBINED PILE-RAFT FOUNDATION - THE STATE OF
THE ART REVIEW
Deepankar Choudhury, Ashutosh Kumar
CHAPTER 5---------------------------------------------------------------------------------- 65
ANALYSIS OF A LATERALLY LOADED CAPPED BORED PILE GROUP USING
3D FINITE ELEMENT METHOD
San-Shyan Lin, Chao-Kuang Hsueh, Dominic E. L. Ong
CHAPTER 6-------------------------------------------------------------------------------- 79
EXAMPLE OF SEISMIC DESIGN OF PILED RAFT FOUNDATION USING FINITE
ELMENT METHOD AND SIMPLIFIED METHOD
Junjj Hamada
CHAPTER 7----------------------------------------------------------------------------------- 97
PILE BEHAVIOR IN LIQUEFIABLE SEABED SAND SUBJECTED TO LATERAL
LOADING
Sheng-Huoo Ni, Zong-Wei Feng, Shu-Yu Chang
CHAPTER 8------------------------------------------------------------------------------- 109
NUMERICAL EVALUATION OF SEISMIC PERFORMANCE OF PILED RAFT
WITH GRID-FORM DMWS UNDER LARGE EARTHQUAKE LOADS
Yoshimasa Shigeno, Kiyoshi Yamashita, Junji Hamada, Naohiro Nakamura
CHAPTER 9------------------------------------------------------------------------------ 129
NUMERICAL STUDY FOR AN OFFSHORE WIND TURBINE MODAL TEST
USING EFFECTIVE STRESS ANALYSIS
Chih-Wei Lu, Yi-Shun Chou, Jian-Hong Wu, Der-Her Lee, Jing-Wen Chen
CHAPTER 10------------------------------------------------------------------------- 139
ANALYSIS OF AN IN-SITU PILE GROUP UNDER LATERAL LOADING
Jiunn-Shyang Chiou
CHAPTER 11------------------------------------------------------------------------------ 147
PERFORMANCE BASED SEISMIC DESIGN OF PILED RAFT FOUNDATIONS
– ALTERNATE APPROACHES USING APPROXIMATE COMPUTER BASED
ANALYSES
Der-Wen Chang, Tatsunori Matsumoto

Testing, Construction and Monitoring 167
CHAPTER 12------------------------------------------------------------------------------ 169
THE COMPLEXITY OF PILING TESTS IN PROBLEMATICAL SOIL GROUND OF
KAZAKHSTAN
Askar Zhussupbekov, Abdulla Omarov, Gennady Sultanov
CHAPTER 13--------------------------------------------------------------------------- 177
BEARING CAPACITY AND DEFORMATION OF RAFT-PILE FOUNDATIONS
WITH A JOINT NONLINEAR DEFORMATION OF PILES AND A GROUND
UNDER CYCLIC LOADING
Ilizar T. Mirsayapov, Irina V. Koroleva
CHAPTER 14------------------------------------------------------------------------- 185
EXPERIMENTAL AND NUMERICAL STUDY ON PERFORMANCE OF PILED
RAFT MODELS
Anh-Tuan Vu, Tatsunori Matsumoto
CHAPTER 15----------------------------------------------------------------------------- 201
LATERAL LOAD TEST ON MODEL MONOPILE AND ITS ANALYSIS
Ya-Han Hsu, Yung-Yen Ko, Zhi-Wei Xu, Jin-Hung Hwang
CHAPTER 16----------------------------------------------------------------------------- 215
SEISMIC BEHAVIOR OF PILED RAFT IN SOFT GROUND BASED ON FIELD
MONITORING
Kiyoshi Yamashita, Junji Hamada, Tomohiro Tanikawa
CHAPTER 17------------------------------------------------------------------------------ 235
MONITORING OF LOAD DISTRIBUTION OF THE PILES AND THE RAFT OF A
BUILDING FOUNDATION IN BANGKOK CLAY
Pastsakorn Kitiyodom, Kongpop Watcharasawe, Pornkasem Jongpradist, Tatsunori Matsumoto,
Kasem Petchgate, Jerasak Prachgosin
CHAPTER 18------------------------------------------------------------------------------- 245
USE OF GRID SOIL MIXED WALLS FOR INCREASED LATERAL PILE
RESISTANCE IN COAL ASH POND
Shih-Hao Cheng, Hung-Jiun Liao, Sin-Lan Lu, Der-Wen Chang, Lih-Wen Quo
Special Report 257
CHAPTER 19----------------------------------------------------------------------------- 259
RECENT TECHNOLOGY DEVELOPMENT TRENDS IN THE JAPANESE
CONSTRUCTION INDUSTRY
Kenichi Horikoshi

序

　　Piled raft foundation has been widely used as the foundation system for high-rise buildings and mega structures located on sites consisting of soft soils. With the developments of modern technologies, the piled raft foundation can be now analyzed rigorously using the three dimensional Finite Element Method (FEM). Although FEM is powerful, for simplicity in routine design practice and time concern in Performance Based Design (PBD), the methods of approximate computer modeling became typically important to the engineers. There are still a lot of research work in need to establish the goals of completeness and excellence. With these concerns, the co-editors decide to host an International Symposium on Design and Analysis of Piled Raft Foundations. The date of the Symposium is September 12-13, 2017 and the venue of the Symposium is at the Int. Convention center of Tamkang University in Taiwan. There are 19 papers invited which includes the works of ISSMGE TC212/TC305/ATC18 Chairs. Eleven of the articles are related to Design and Analysis, seven of them are related to Testing, Construction and Monitoring. The last one is a special report on advance of Japanese geotechnical technologies on this topic. All the articles collected are presented by Chapters in this book entitled Design and Analysis of Piled Raft Foundations - 2017.