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.