Design and application of cone penetration test equipment in shoal water

被引：0

作者：

Zhu, Chaoqi ^{[1
]}

Shan, Hongxian ^{[1
,2
]}

Ji, Fudong ^{[1
]}

Liu, Xiaolei ^{[1
]}

Xing, Congcong ^{[3
]}

Jia, Yonggang ^{[1
,2
]}

机构：

[1] Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao 266100, Peoples R China

[2] Qingdao Natl Lab Marine Sci & Technol, Lab Marine Geol, Qingdao 266061, Peoples R China

[3] State Ocean Adm, North China Sea Environm Monitoring Ctr, Qingdao 266033, Peoples R China

来源：

INDIAN JOURNAL OF GEO-MARINE SCIENCES | 2018年 / 47卷 / 07期

基金：

中国国家自然科学基金;

关键词：

cone penetration test; shoal water; buoyancy system; sediment strength; submarine landslide; YELLOW-RIVER DELTA; DEEP-WATER; PERSPECTIVE; CPT;

D O I：

暂无

中图分类号：

P7 [海洋学];

学科分类号：

0707 ;

摘要：

In order to provide the academic and industry with a cost-effective cone penetration test (CPT) equipment with particular emphasis on testing in shoal water, we designed the shoal-water CPT equipment. The buoyancy system distinguishes the shoal-water CPT equipment from others. Before the test, the shoal-water CPT equipment can be towed by a small boat with the buoyancy system charged. Having reached the scheduled site, we bleed the buoyancy system. The shoal-water CPT equipment sink to the seafloor with no enough buoyancy. We conducted a test at the Yellow River subaqueous delta, China. The CPT equipment works well.

引用

页码：1373 / 1375

页数：3

共 50 条

[21] CONE PENETRATION TEST FOR SITE CHARACTERIZATION
CAMPANELLA, RG
WICKREMESINGHE, DS
ECHEZURIA, HJ
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 1: TECHNICAL PAPERS, 1989, : 205 - 210
[22] Application of extreme gradient boosting for predicting standard penetration test N-values from cone penetration test data
Xiao Han
Jiangtao Yi
Xiaobin Li
Siyu Li
Hongyu Tang
Zhen Wang
Jingnian Ran
Bulletin of Engineering Geology and the Environment, 2025, 84 (4)
[23] Design and Application of Helicopter Waterproof Capability Test Equipment
Zhu Jianying
DISCOVERY, INNOVATION AND COMMUNICATION - 5TH CSAA SCIENCE AND TECHNIQUE YOUTH FORUM, 2012, : 733 - 738
[24] Cone penetration test for facies study: a review
Satriyo, N. A.
Soebowo, E.
GLOBAL COLLOQUIUM ON GEOSCIENCES AND ENGINEERING 2017, 2018, 118
[25] SOIL CLASSIFICATION USING THE CONE PENETRATION TEST
ROBERTSON, PK
CANADIAN GEOTECHNICAL JOURNAL, 1990, 27 (01) : 151 - 158
[26] Analysis of the cone penetration test in layered clay
Walker, J.
Yu, H. -S.
GEOTECHNIQUE, 2010, 60 (12): : 939 - 948
[27] Interpretation of the cone penetration test in unsaturated sands
Pournaghiazar, M.
Russell, A. R.
Khalili, N.
UNSATURATED SOILS: RESEARCH & APPLICATIONS, VOLS 1 AND 2, 2014, : 1675 - 1681
[28] Cone penetration test dataset Premstaller Geotechnik
Oberhollenzer, Simon
Premstaller, Michael
Marte, Roman
Tschuchnigg, Franz
Erharter, Georg H.
Marcher, Thomas
DATA IN BRIEF, 2021, 34
[29] Rate Effect on Cone Penetration Test in Sand
Danziger, F. A. B.
Lunne, T.
GEOTECHNICAL ENGINEERING, 2012, 43 (04): : 72 - 81
[30] Assisting data interpretation: the cone penetration test
Maccabiani, J
Ngan-Tillard, D
Verhoef, P
NEW PARADIGMS IN SUBSURFACE PREDICTION: CHARACTERIZATION OF THE SHALLOW SUBSURFACE IMPLICATIONS FOR URBAN INFRASTRUCTURE AND ENVIRONMENTAL ASSESSMENT, 2003, 99 : 293 - 300

← 1 2 3 4 5 →