Results 71 to 80 of about 1,481 (218)

Use of DMT and CPTU to assess the G 0 profile in the subsoil

, 2022
The subject of this article is the analysis of the relationship between G0/MDMT and KD, where G0 is the small strain shear modulus, while MDMT and KD are respectively the constrained modulus and the horizontal stress index determined from DMT tests. This relationship allows to determine a profile with depth of G0 from standard DMT test results, useful ...
Mlynarek Z., Wierzbicki J., Monaco P.
openaire   +1 more source

Addressing current issues in assessing professional rapport: A systematic review and synthesis of existing measures

Applied Cognitive Psychology, Volume 38, Issue 3, May/June 2024.
Abstract The role of rapport facilitating cooperation and information disclosure has been widely acknowledged by both researchers and practitioners across professional information‐gathering contexts. However, the definition and assessment of rapport are still debated, resulting in a lack of reliable and commonly used tools to effectively measure ...
Celine Brouillard, Fiona Gabbert, Adrian J. Scott   +2 more
wiley   +1 more source

Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands

Studia Geotechnica et Mechanica, 2019
This article presents the results of laboratory tests on soft, normally consolidated soils from the Vistula Marshlands. Samples of high-plasticity organic soils (muds) taken from 3.2–4.0 m and 9.5–10.0 m depth, as well as peat deposit at 14.0 m, are ...
Międlarz Kamila, Konkol Jakub, Bałachowski Lech   +2 more
doaj   +1 more source

An Ensemble Method for Soil Parameter Prediction Based on Multisource Data Fusion

Advances in Civil Engineering, Volume 2024, Issue 1, 2024.
Site investigation is crucial in geotechnical engineering. The cone penetration test (CPT) and the multichannel analysis of surface waves (MASWs) are widely used as geotechnical and geophysical methods, respectively. CPT offers high precision but requires a high cost and only provides soil information at limited locations.
Mingyuan Wang, Shaoxiang Zeng, Zuguo Zhang, Songting Chen, Jun Wang, Mosbeh Kaloop   +5 more
wiley   +1 more source

Порівняння інтерпретацій даних, отриманих за допомогою CPTu та DMT

Osnovaniâ i fundamenty
У дослідженні розглянуто особливості сучасних методів інженерно-геологічних досліджень із застосуванням методик статичного зондування CPTu та дилатометричних випробувань DMT, які дедалі активніше впроваджуються в українську геотехнічну практику як ...
Вероніка ЖУК, Костянтин БОНДАРЕВ, Олександр П’ЯТКОВ   +2 more
doaj   +1 more source

Use of the free fall cone penetrometer (FF-CPTU) in offshore landslide hazard assessment [PDF]

, 2018
Free fall penetrometer (FF-CPTU) testing can provide significant advantages over conventional CPTU investigation for shallow sub-surface offshore site investigations.
Long, M., Vanneste, Maarten, L'Heureux, Jean-Sébastien, Kopf, A.   +3 more
core  

Pengaruh Koefisien Nk Terhadap Kuat Geser Tanah Lunak Gedebage Berdasarkan Uji CPTu

Jurnal Teknik Sipil
Alat uji lapangan Cone Penetration Test (CPT) yang biasa kita sebut sondir telah banyak digunakan di Indonesia. Namun penggunaan Cone Penetration Test dengan pengukuran air pori (CPTu) belum digunakan secara luas, karena itu penelitian ini akan dilakukan
Asriwiyanti Desiani, Daud R. Wiyono, Adrian Pramono   +2 more
doaj   +1 more source

Prediction of stress history and strength of cohesive soils based on CPTU and data fusion techniques

Yantu gongcheng xuebao, 2019
The overconsolidation ratio (OCR) and the undrained shear strength (Su) are the basic mechanical parameters of soils, which can influence the deformation analysis and strength calculation of soils.
LIU Xiao-yan , CAI Guo-jun , ZOU Hai-feng , LI Xue-peng , LIU Song-yu
doaj   +1 more source

Analyse des données CPTu vis-a-vis de la liquefaction

, 2022
International audienceAnalyse des données CPTu vis-a-vis de la ...
Rapankis, Panteleimon, Dano, Christophe, Sharma, Ankit, Sibille, Luc, Chareyre, Bruno, Hosseini Sadrabadi, Hamid   +5 more
core  

Investigation of piezocone dissipation test interpretation in clay accounting for vertical and horizontal porewater pressure dissipation with a large deformation axisymmetric penetration model

Frontiers in Built Environment
The piezocone (CPTu) dissipation test is used to characterize how the applied load from the penetrating cone is distributed between the soil and pore fluid during both penetrometer advancement and when penetration is paused.
Diane Moug, Andrew Huffman, Jason T. DeJong   +2 more
doaj   +1 more source