Comparison and Analysis of Identification of soil stratigraphy in Shanghai between CPTU Test and Laboratory Test

被引：0

作者：

Wang, Junpeng ^{[1
]}

Wu, Yongnan ^{[1
]}

Liu, Yao ^{[2
,3
]}

机构：

[1] Qingdao Technol Univ, Coll Management, 2 Changjiang Rd, Qingdao 266520, Peoples R China

[2] Zhongqi Jiaojian Grp Co Ltd, Qingdao, Peoples R China

[3] Zhongqi Jiaojian Grp Co Ltd, Engn, Qingdao, Peoples R China

来源：

PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷

关键词：

soft deposit; stratigraphy; CPTU test; laboratory test; Robertson charts (1990);

D O I：

10.4028/www.scientific.net/AMM.204-208.732

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

This article presents a comparison and analysis between piezocone penetration test (CPTU) and laboratory test in identifying soil stratigraphy of Shanghai. In China, stratigraphy for soft deposit is mainly obtained from plasticity index and grain size distribution of borehole samples in the laboratory (refer to code method). Identification of soil stratigraphy with CPTU was developed and improved in recent decades. The analysis is carried out with the field data at test site of Yan'an Road Tunnel in Shanghai. The stratigraphy charts proposed by Robertson in 1990 (refer to Robertson charts (1990)) are used to identify soil strata. The results are comparison with that from the code method. The results show that Robertson charts (1990) can be suitable to identify the stratigraphy of soft deposit of Shanghai. Moreover, the discussion on discrepancies between them is also conducted.

引用

页码：732 / 737

页数：6

共 50 条

[21] Test on additive of cement-soil in laboratory
Key Laboratory of Geotechnical Engineering, Tongji University, Shanghai 200092, China
不详
不详
Zongguo Gonglu Xuebao, 2006, 5 (12-17):
[22] Laboratory Simulation Test of Unsaturated Soil Permeability
Chen Wan-peng
Li Xiong-wei
ELECTRONIC JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 21 (13): : 4631 - +
[23] Laboratory simulation test of unsaturated soil on permeability
1600, E-Journal of Geotechnical Engineering (21):
[24] The Pinhole Test for Dispersive Soil Identification
Maharaj, Amrita
Paige-Green, Philip
ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 5: URBAN GEOLOGY, SUSTAINABLE PLANNING AND LANDSCAPE EXPLOITATION, 2015, : 1299 - 1303
[25] COMPARISON BETWEEN A LABORATORY TEST AND A GLASSHOUSE TEST FOR DETECTING PLEOSPORA-BJOERLINGII INFECTION ON GARDEN BEET SEED
SHARP, MK
PLANT PATHOLOGY, 1974, 23 (02) : 74 - 75
[26] Correlation Analysis of Natural Environment Test and Laboratory Accelerated Test
Shao, Yue
Wang, Xiaohui
Xing, Wenhao
Zhang, Guilin
PROCEEDINGS OF THE 2ND INTERNATIONAL CONFERENCE ON RELIABILITY SYSTEMS ENGINEERING (ICRSE 2017), 2017,
[27] Behaviour Analysis of Reinforced Soil Retaining Wall According to Laboratory Scale Test
Kim, Young Je
Jung, Hyuk Sang
Lee, Yong Joo
Oh, Dong Wook
Son, Min
Yoon, Hwan Hee
APPLIED SCIENCES-BASEL, 2020, 10 (03):
[28] A COMPARISON BETWEEN LABORATORY ABRASION TEST RESULTS AND A WEAR TRIAL ON BLAZER CLOTHS
KEMP, S
TEXTILE INSTITUTE AND INDUSTRY, 1968, 6 (03): : 69 - &
[29] A COMPARISON BETWEEN LABORATORY ABRASION TEST RESULTS AND A WEAR TRIAL ON BLAZER CLOTHS
CADWALLA.CJ
KEMP, SE
TEXTILE INSTITUTE AND INDUSTRY, 1968, 6 (04): : 88 - &
[30] Comparison between three identification techniques of a road bridge dynamic test
Fasana, A
Garibaldi, L
Giorcelli, E
Marchesiello, S
Ruzzene, M
NONDESTRUCTIVE EVALUATION OF BRIDGES AND HIGHWAYS III, 1999, 3587 : 72 - 80

← 1 2 3 4 5 →