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Soils and Foundations

CONTENTS

Vol.47 No.6
December 2007

TECHNICAL PAPERS
Local Failures of Embankments during Earthquakes
Seiji Kano, Yasushi Sasaki and Yoshiya Hata ... 1003
Modifying a Plastic Clay with Crushed Glass: Implications for Constructed Fills
N.E. Malasavage, P.M. Gallagher, D.G. Grubb, J. Wartman and M. Carnivale III  ... 1017
Residual Strength Characteristics of Naturally and Artificially Cemented Clays in Reversal Direct Box Shear Test
Motoyuki Suzuki, Shunsuke Tsuzuki and Tetsuro Yamamoto ... 1029
The Impact Efficiency Obtained from Static Load Test Performed on the SPT Sampler
N. Aoki, E.R. Esquivel, L.F.S. Neves and J.C.A. Cintra ... 1045
Exact Equivalent Model for a Laterally-loaded Linear Pile-soil System
J.-S. Chiou and C.-H. Chen ... 1053
Large-scale Plane Strain Compression Tests on Compacted Gravel with Active and Passive Controls
S. Maqbool and Junichi Koseki ... 1063
Causes of Showa Bridge Collapse in the 1964 Niigata Earthquake Based on Eyewitness Testimony

Nozomu Yoshida, Takashi Tazoh, Kazue Wakamatsu, Susumu Yasuda, Ikuo Towhata, Hiroshi Nakazawa and Hiroyoshi Kiku

... 1075

The Effect of Acid Sulphuric Soil Restraint by Groundwater Control in Nakhon-Nayok Province, Thailand

U. Seeboonruang and Tsutomu Ichikawa ... 1089

Closed Form Solution and Finite Element Analysis for Buried Flexible Pipe under High Fills

Toshinori Kawabata, Daisuke Shoda, H.I. Ling and Yoshiyuki Mohri ... 1101

Effects of Geosynthetic Reinforcement Type on the Strength and Stiffness of Reinforced Sand in Plane Strain Compression

W. Kongkitkul, Daiki Hirakawa, Fumio Tatsuoka and Taro Kanemaru ... 1109

TECHNICAL REPORT

Damage Caused by Typhoon-induced Lahar Flows from Mayon Volcano, Philippines

R. Orense and Makoto Ikeda

... 1123

TECHNICAL NOTE

Geotechnical Hybrid Simulation System for One-dimensional Consolidation Analysis

Y. Kwon, Motoki Kazama and Ryosuke Uzuoka

... 1133

JGS NEWS

... I-III

Contents and Indexes for Volume 47 (February 2007 to December 2007)

... IV-XII

List of Key Words

... XIII

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