Results 81 to 90 of about 619 (176)

CPT-based design of pile foundations in sand and clay: Perspectives [PDF]

E3S Web of Conferences
This paper provides some perspectives and guidance for the design of pile foundations in sand and clay using cone penetration test (CPT) results. A key variable in the estimation of the limit unit shaft resistance qsL of piles in sand is the critical ...
Sakleshpur Venkata Abhishek, Prezzi Monica, Salgado Rodrigo   +2 more
doaj   +1 more source

Comparison of Interpretation Between CPT and Res-2d Methods for Geostratigraphic Profiling Determination of Kota Depok

Semesta Teknika, 2015
In its simplest application, the cone penetrometer offers a quick, expedient, and economical way to profiling a subsurface soil layering at a particular site.
Putera Agung Maha Agung , et.al
doaj  

Identification of local organic soils based on cone penetration test results

Budownictwo i Architektura, 2014
This paper presents the results of attempts to identify organic soils on the basis of test results performed under in situ conditions by cone penetration testing (CPT).
Grzegorz Straż
doaj   +1 more source

Improvement and probabilistic form of CPT-based liquefaction evaluationmodel in Chinese code

Yantu gongcheng xuebao
The cone penetration test (CPT) is commonly used to evaluate sand liquefaction potential due to its efficiency and reliability. The typical CPT method (Chinese code method) shows unreasonable results in fine-grained and deep soils, and the results are ...
ZHAO Zening 1, 2, DUAN Wei 3, CAI Guojun 2, 4, WU Meng 5, 2, LIU Songyu 2
doaj   +1 more source

A Cone Penetration Test (CPT) based assessment of explosive compaction in mine tailings

, 2009
Failure of tailings dams can occur due to liquefaction of saturated and loosely deposited silt and sand sized tailings under both seismic and static conditions. The consequences in terms of loss of lives and property are severe. As tailings possess soil-like structure and grain size distribution, it is possible to use ground improvement measures ...
openaire   +1 more source

A method for estimating coefficient of lateral earth pressure based on cone penetration tests

Soils and Foundations
The coefficient of lateral earth pressure at rest (K0) is a key state soil variable for the design of foundations and underground structures, characterizes in-situ stress state and soil condition.
Donggun Nam, Qaisar Abbas, Junhwan Lee
doaj   +1 more source

3D Discrete element method modeling of the cone penetration test in lunar regolith simulant with various internal friction angles

Geo-spatial Information Science
The mechanical behavior of lunar regolith is highly influenced by its diverse mechanical properties, which are critical for geotechnical engineering activities during lunar exploration missions.
Siji Sanlang, Chao Wang, Xiaohua Tong, Huan Xie, Yongjiu Feng, Jia Li, Mingjing Jiang, Xiong Xu, Yanmin Jin   +8 more
doaj   +1 more source

Cone Penetration Testing 2022: Proceedings of the 5th International Symposium on Cone Penetration Testing (CPT’22), 8-10 June 2022, Bologna, Italy

, 2022
This volume contains the proceedings of the 5th International Symposium on Cone Penetration Testing (CPT’22), held in Bologna, Italy, 8-10 June 2022. More than 500 authors - academics, researchers, practitioners and manufacturers – contributed to the peer-reviewed papers included in this book, which includes three keynote lectures, four invited ...
openaire   +1 more source

A correlation based on pressuremeter, SPT and CPT tests for characterizing of coastal alluvium: A study for phase 14 South Pars, Iran. [PDF]

MethodsX, 2023
Moghadari Poor M, Azarafza M, Derakhshani R.   +2 more
europepmc   +1 more source

Topographic correction for ground penetrating radar for enhanced detection of dike subsurface anomalies. [PDF]

Sci Rep
Li C, Zhao X.
europepmc   +1 more source