EVALUATION OF PORE WATER PRESSURE DURING CYCLIC SHEARING OF SATURATED SANDS.

被引：0

作者：

Yamanouchi, Toyotoshi ^{[1
]}

Sakai, Akira ^{[1
]}

机构：

[1] Kyushu Univ, Dep of Civil, Engineering Hydraulics & Soil, Mechanics, Fukuoka, Jpn, Kyushu Univ, Dep of Civil Engineering Hydraulics & Soil Mechanics, Fukuoka, Jpn

来源：

Memoirs of the Kyushu University, Faculty of Engineering | 1984年 / 44卷 / 03期

关键词：

EARTHQUAKES - Computer Simulation;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A pore water pressure model newly proposed by the authors predicts successfully the pressure response under undrained conditions not only for uniform stresses but also for irregular ones. A new formulation based on the endochronic theory is presented for depicting the pore water pressure with a single monotonically increasing function of the accumulated inelastic shear strain, which physically represents the accumulated rearrangement of particle configurations.

引用

下载

页码：225 / 237

共 50 条

[31] Excess pore water pressure behavior of saturated soft clay under cyclic confining pressure with different frequencies
Huang, Juehao
Hu, Jun
Wang, Hongchao
Chen, Jian
Liu, Shuai
FRONTIERS IN EARTH SCIENCE, 2023, 10
[32] Measurement of the pore pressure parameter C less than unity in saturated sands
Veyera, George E.
Charlie, Wayne A.
Doehring, Donald O.
Hubert, Marinne E.
Geotechnical Testing Journal, 1992, 15 (03): : 223 - 230
[33] PORE PRESSURE GENERATION AND DISSIPATION IN DENSE SANDS UNDER CYCLIC LOADING
MITCHELL, RJ
DUBIN, BI
CANADIAN GEOTECHNICAL JOURNAL, 1986, 23 (03) : 393 - 398
[34] Measurement of pore water pressure of clay-infilled rock joints during triaxial shearing
Indraratna, B
Jayanathan, M
GEOTECHNIQUE, 2005, 55 (10): : 759 - 764
[35] Investigation of liquefaction and pore water pressure development in layered sands
Pelin Tohumcu Özener
Kutay Özaydın
Mehmet M. Berilgen
Bulletin of Earthquake Engineering, 2009, 7 : 199 - 219
[36] The effects of vibration on the penetration resistance and pore water pressure in sands
Bonita, J.
Mitchell, J. K.
Brandon, T. L.
Geotechnical and Geophysical Site Characterization Vols 1 and 2, 2004, : 843 - 851
[37] Investigation of liquefaction and pore water pressure development in layered sands
Oezener, Pelin Tohumcu
Oezaydin, Kutay
Berilgen, Mehmet M.
BULLETIN OF EARTHQUAKE ENGINEERING, 2009, 7 (01) : 199 - 219
[38] Modeling liquefaction of water saturated granular material under undrained cyclic shearing
Juhua Zhang
Acta Mechanica Sinica, 2005, 21 : 169 - 175
[39] Characteristics of the cumulative plastic deformation and pore water pressure of saturated sand under cyclic intermittent loading
Yang, Qi
Wang, Xiao-ya
Nie, Ru-song
Chen, Chen
Chen, Yuan-zheng
Xu, Fang
ROCK AND SOIL MECHANICS, 2023, 44 (06) : 1671 - +
[40] Modeling liquefaction of water saturated granular material under undrained cyclic shearing
J.H.Zhang Department of Biomedical Engineering
Acta Mechanica Sinica, 2005, 21 (02) : 169 - 175

← 1 2 3 4 5 →