E-mail
RSS
All
Title
Author
Keyword
Advance Search
WeChat
Home
About Journal
Editoral Board
Journal Online
Online First
Current Issue
Archive
Top View
Top Down
Top Cited
Advance Search
Submission
Publishing Ethics
Subscription
Contact US
中文
All
Title
Author
Keyword
Abstract
DOI
Category
Address
Fund
Home
About Journal
Editoral Board
Journal Online
Online First
Current Issue
Archive
Top View
Top Down
Top Cited
Advance Search
Submission
Publishing Ethics
Subscription
Contact US
中文
PDF
Cite
Share
facebook
twitter
google
linkedin
All
Title
Author
Keyword
Abstract
DOI
Category
Address
Fund
Volume 16
Issue 1
Jul. 2021
Turn off MathJax
Article Contents
Abstract
References
Article Navigation
>
GEOTECHNICAL ENGINEERING TECHNIQUE
>
2002
>
16(1): 4-7
Study on the Bearing Capacity of Weak Rock in Guangzhou[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(1): 4-7.
Citation:
Study on the Bearing Capacity of Weak Rock in Guangzhou[J].
GEOTECHNICAL ENGINEERING TECHNIQUE
, 2002, 16(1): 4-7.
Study on the Bearing Capacity of Weak Rock in Guangzhou[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(1): 4-7.
Citation:
Study on the Bearing Capacity of Weak Rock in Guangzhou[J].
GEOTECHNICAL ENGINEERING TECHNIQUE
, 2002, 16(1): 4-7.
PDF
( 335 KB)
Study on the Bearing Capacity of Weak Rock in Guangzhou
Received Date:
2001-11-19
Available Online:
2021-07-20
Abstract
Abstract
Based on the many laboratory and in-situ testing data,the determination of the natural foundation's bearing capacity in weak rock and the selection of the design parameter in socketed pile are studied,some opinions and improved methods are proposed.
Keywords:
weak rock
,
bearing capacity
,
uniaxial compression strength
FullText(HTML)
References
(0)
References
Relative Articles
Relative Articles
[1]
Cun Chunfa, Zhao Yongshun, Huan Jiuyang, Qiu Zijuan, He Mingming.
Mechanical Properties and Engineering Properties of Weathered Slate in Damen Area of Yunnan Province
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(5): 395-403.
doi:
10.3969/j.issn.1007-2993.2022.05.010
[2]
Zhao Wei.
Structural Implementation Method of Yielding Support for Deep Tunnel in Weak Rock
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 122-128.
doi:
10.3969/j.issn.1007-2993.2022.02.007
[3]
Yang Hanqi, Cai Dechang.
Bearing Capacity Analysis and Discussion of a Single Long Pile in Deviation
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2022, 36(2): 105-110.
doi:
10.3969/j.issn.1007-2993.2022.02.004
[4]
Sun Feng.
Research on Bearing Capacity of Shallow Silty Clay and Shallow Foundation in Shenyang
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2016, 30(6): 293-297.
doi:
10.3969/j.issn.1007-2993.2016.06.007
[5]
Zhou Chen, Hua Jianxin, Wang Jian.
Reliability Analysis of High Level Backfill Based on Chaotic Optimization
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2016, 30(5): 217-222,248.
doi:
10.3969/j.issn.1007-2993.2016.05.001
[6]
Lei Fenghao, Tian Jingxian, Wang Chenghua.
Analysis of Methods for Checking Bearing Capacity of Underlying Weak Layer in Pile Foundation Design
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2013, 27(1): 1-4.
doi:
10.3969/j.issn.1007-2993.2013.01.001
[7]
Deng Jiewen, Peng Dalei, Liu Hong.
The Carrying Capacity Analysis of Kunming New Airport Terminal Area Underlying Cave Foundation
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(5): 259-262,271.
doi:
10.3969/j.issn.1007-2993.2012.05.011
[8]
Jiang Ping, Lu Wenzhe.
Experimental Analysis on Bearing Capacity of Post-Grouting Simplex Pile
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(2): 94-97.
doi:
10.3969/j.issn.1007-2993.2012.02.010
[9]
Xiao Jian, Zhao Gang.
Experimental Study on Bearing Capacity of Bored Piles Using Post-grouting Technology
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(1): 10-12,16.
doi:
10.3969/j.issn.1007-2993.2011.01.003
[10]
Yang Zimin, Kang Xianquan, Bian Shengzhai.
The Influencing Factor Analysis of Pile Ultimate Bearing Capacity of Grouting Pile
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2011, 25(2): 90-94.
doi:
10.3969/j.issn.1007-2993.2011.02.009
[11]
Ren Zhishan, Zhang Huile, Li Congyun.
A New Bearing Capacity Calculation Model and Validation of Circular Shallow Foundation
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2009, 23(4): 167-171.
doi:
10.3969/j.issn.1007-2993.2009.04.002
[12]
Chen Zhuitian, Zheng Yuhui, Wang Huichang.
Analysis of Bearing Capacity of Ram-compacted Piles With the Bearing Base in Chengdu clay
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2008, 22(3): 136-138.
[13]
QING Qi-xiang, WANG Yong-he, ZHAO Ming-hua.
Long Term Settlement Deformation Behaviour of Soft Rock Filling Materials
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2006, 20(6): 282-286.
[14]
Li Baoqiang.
Analysis for Bearing Capacity of Foundation Soils
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2004, 18(4): 191-193,198.
[15]
ZHANG Jun-sheng, HU You-chang.
Study on the Design Parameter of Bearing Capacity in Composite Foundation with Cement Powder Spraying Pile
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2003, 17(1): 44-46.
[16]
Analysis of the Bearing Capacity of Soft Foundation in High Earth-Disposing Site
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(2): 79-82,109.
[17]
Test and Discussion on Bearing Capacity of Composite Foundation
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2001, 15(3): 173-175.
[18]
Discussion on Bearing Capacity Difference of Natural Foundation and Pile Tip Resistence
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2000, 14(4): 234-237.
[19]
Experimental study on vertical bearing capacity of churning driven cast-in-place pile in Xian area
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1999, 13(4): 39-43.
[20]
YANG Shun-an, ZHANG Hong-yi, WEI Hong-hu, LIU Hu-zhong.
Calculating Method for Bearing Capacity of Dry-jet Pile Composite Foundation
[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 1998, 12(2): 24-28.
Supplements
(0)
Cited By
Proportional views
Proportional views
Created with Highcharts 5.0.7
Amount of access
Chart context menu
Abstract Views, HTML Views, PDF Downloads Statistics
Abstract Views
HTML Views
PDF Downloads
2024-05
2024-06
2024-07
2024-08
2024-09
2024-10
2024-11
2024-12
2025-01
2025-02
2025-03
2025-04
0
2
4
6
8
Created with Highcharts 5.0.7
Chart context menu
Access Class Distribution
FULLTEXT
: 16.7 %
FULLTEXT
: 16.7 %
META
: 69.2 %
META
: 69.2 %
PDF
: 14.1 %
PDF
: 14.1 %
FULLTEXT
META
PDF
Created with Highcharts 5.0.7
Chart context menu
Access Area Distribution
其他
: 1.3 %
其他
: 1.3 %
乌鲁木齐
: 1.3 %
乌鲁木齐
: 1.3 %
北京
: 1.3 %
北京
: 1.3 %
哥伦布
: 1.3 %
哥伦布
: 1.3 %
宣城
: 1.3 %
宣城
: 1.3 %
张家口
: 20.5 %
张家口
: 20.5 %
杭州
: 1.3 %
杭州
: 1.3 %
济南
: 2.6 %
济南
: 2.6 %
深圳
: 2.6 %
深圳
: 2.6 %
烟台
: 3.8 %
烟台
: 3.8 %
芒廷维尤
: 33.3 %
芒廷维尤
: 33.3 %
苏州
: 1.3 %
苏州
: 1.3 %
西宁
: 23.1 %
西宁
: 23.1 %
酒泉
: 1.3 %
酒泉
: 1.3 %
银川
: 2.6 %
银川
: 2.6 %
长春
: 1.3 %
长春
: 1.3 %
其他
乌鲁木齐
北京
哥伦布
宣城
张家口
杭州
济南
深圳
烟台
芒廷维尤
苏州
西宁
酒泉
银川
长春
Catalog
通讯作者:
陈斌, bchen63@163.com
1.
沈阳化工大学材料科学与工程学院 沈阳 110142
本站搜索
百度学术搜索
万方数据库搜索
CNKI搜索
Get Citation
PDF
XML
Article Metrics
Article views (
53
)
PDF downloads(
11
)
Cited by(
)
Proportional views
Related
×
Close
Export File
Citation
Study on the Bearing Capacity of Weak Rock in Guangzhou[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2002, 16(1): 4-7.
Study on the Bearing Capacity of Weak Rock in Guangzhou[J].
GEOTECHNICAL ENGINEERING TECHNIQUE
, 2002, 16(1): 4-7.
Format
RIS(for EndNote,Reference Manager,ProCite)
BibTex
Txt
Content
Citation Only
Citation and Abstract
/
DownLoad:
Full-Size Img
PowerPoint
Return
Return