Citation Search
Quick Search
Home
Authors
Submit an Article
Manuscript Tracking
Call for Papers
Scope
Instruction for Authors
Copyright Agreement
Templates
Author FAQs
Referees
Review Policy
Referee Login
Referee FAQs
Editor in Chief Login
Editor Login
Office Login
Browse
Accepts
In Press
Current Issue
Archive
View by Fields
Top Downloaded
Subscription
Advertisement
Contact
Chinese
Artiles
Current Issue
|
Archive
|
Adv Search
|
STUDY OF FAILURE MECHANISM AND ULTIMATE BEARING CAPACITY OF THE FOUNDATIONS ON INHOMOGENEOUS MEDIUM
Abstract
Figure/Table
References
Related Citation (15)
Download:
PDF
(93 KB)
HTML
(0 KB)
Export:
BibTeX
|
EndNote
(RIS)
Received:
13 October 2003
Service
E-mail this article
Add to my bookshelf
Add to citation manager
E-mail Alert
RSS
Articles by authors
Cite this article:
URL:
https://rockmech.whrsm.ac.cn/EN/
OR
https://rockmech.whrsm.ac.cn/EN/Y2004/V23/I05/882
[1]
ZHANG Mingli1, 2*, WANG Yongbin1, HOU Yandong1, 2, FENG Wei1, 2, ZHOU Zhixiong1.
Hydrothermal response and destabilization-mechanism modeling of permafrost slopes under summer warm-moist compound extreme climate
[J]. , 2026, 45(6): 1854-1868.
Copyright © 2005-2015 Edited and Published by Editorial Office for Chinese Journal of Rock Mechanics and Engineering
Sponsored by : Chinese Society for Rock Mechanics and Engineering
Published by : Science Press
Address: Wuhan 430071, China Tel: (027)87199250 Fax: (027)87199250 Email: rock@whrsm.ac.cn
DESIGNED BY: Beijing Magtech Science & Technolgy Development Co.,Ltd.
鄂公网安备 42010602003581号