| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
A Method for Estimating and Increasing the Stability of Artificial Housing Ground during Earthquake
|
Asada, Akie
|
|
|
22 |
4 |
p. 191-202
|
article
|
| 2 |
A Practical Model for Secondary Compression
|
Yasuhara, Kazuya
|
|
|
22 |
4 |
p. 45-56
|
article
|
| 3 |
Behaviour of End Bearing Anchors Embedded in an Elastic Mass
|
Tanaka, Yasuo
|
|
|
22 |
4 |
p. 170-180
|
article
|
| 4 |
Characteristics of the Load-Settlement Curve of Piles
|
Nagai, Koushiro
|
|
|
22 |
4 |
p. 161-169
|
article
|
| 5 |
Constitutive Equations for Normally Consolidated Clay Based on Elasto-Viscoplast
|
Adachi, Toshihisa
|
|
|
22 |
4 |
p. 57-70
|
article
|
| 6 |
Dynamic Properties of Soft Clay for Wide Strain Range
|
Kokusho, Takeji
|
|
|
22 |
4 |
p. 1-18
|
article
|
| 7 |
Effect of Overconsolidation on Dilatancy of a Cohesive Soil
|
Shimizu, Masayoshi
|
|
|
22 |
4 |
p. 121-135
|
article
|
| 8 |
Effects of Nonlinearity of Soil Foundations in Dynamic Analysis
|
Kawamoto, Toshikazu
|
|
|
22 |
4 |
p. 152-160
|
article
|
| 9 |
Experimental Study on Flow Resistance in Rock Block Media
|
Sato, Kuniaki
|
|
|
22 |
4 |
p. 19-29
|
article
|
| 10 |
Expression of Anisotropy by Means of the Rotation Group Representation Theory
|
Kanatani, Ken-ichi
|
|
|
22 |
4 |
p. 203-210
|
article
|
| 11 |
Fabric Tensor for Discontinuous Geological Materials
|
Oda, Masanobu
|
|
|
22 |
4 |
p. 96-108
|
article
|
| 12 |
Groundwater Analysis of Underground Cavern by Means of Rock Block Model
|
Sato, Kuniaki
|
|
|
22 |
4 |
p. 30-44
|
article
|
| 13 |
Marine Quick Clays from Ariake Bay Area, Japan
|
Ohtsubo, Masami
|
|
|
22 |
4 |
p. 71-80
|
article
|
| 14 |
Some Aspects of Laboratory Permeability Test
|
Kohno, Iichiro
|
|
|
22 |
4 |
p. 181-190
|
article
|
| 15 |
Tests on Full-Sized Piles Driven in Reclaimed Land
|
Gyoten, Yoshihisa
|
|
|
22 |
4 |
p. 81-95
|
article
|
| 16 |
The Experimental Study of Negative Friction Acting on Model Piles and Measuring Method
|
Chang, Huei-Wen
|
|
|
22 |
4 |
p. 143-151
|
article
|
| 17 |
The Influence of Disturbance Due to Sample Preparation on THE Undrained Strength of Saturated Cohesive Soil
|
Kimura, Tsutomu
|
|
|
22 |
4 |
p. 109-120
|
article
|
Journal description