Results 101 to 110 of about 2,744 (197)

Study on the Influence of Pile Installation Disturbance on the Settlement of Composite Foundation

Applied Sciences
The disturbance generated during the pile installation process increased the compressibility of the soil between the piles, thereby causing additional settlement of the composite foundation.
Zhiwei Shao, Baoning Hong, Xin Liu, Yunlong Yao, Dongning Sun, Guisen Wang   +5 more
doaj   +1 more source

Numerical simulation of free-fall penetrometer dissipation tests in rate-dependent clay

Applied Ocean Research
The free-fall penetrometer (FFP) is a novel in-situ tool with potential of soil characterization in deep waters, owing to its low cost and high efficiency.
Kun Ma, Dong Wang, Jingbin Zheng, Kuntan Chang   +3 more
doaj   +1 more source

Field Test and Numerical Simulation on the Long-Term Thermal Response of PHC Energy Pile in Layered Foundation. [PDF]

Sensors (Basel), 2021
Zhang G, Cao Z, Liu Y, Chen J.
europepmc   +1 more source

A geo-chemo-mechanical study of a highly polluted marine system (Taranto, Italy) for the enhancement of the conceptual site model. [PDF]

Sci Rep, 2021
Cotecchia F, Vitone C, Sollecito F, Mali M, Miccoli D, Petti R, Milella D, Ruggieri G, Bottiglieri O, Santaloia F, De Bellis P, Cafaro F, Notarnicola M, Todaro F, Adamo F, Di Nisio A, Lanzolla AML, Spadavecchia M, Moretti M, Agrosì G, De Giosa F, Fago P, Lacalamita M, Lisco S, Manzari P, Mesto E, Romano G, Scardino G, Schingaro E, Siniscalchi A, Tempesta G, Valenzano E, Mastronuzzi G, Cardellicchio N, Di Leo A, Spada L, Giandomenico S, Calò M, Uricchio VF, Mascolo G, Bagnuolo G, Ciannarella R, Tursi A, Cipriano G, Cotugno P, Sion L, Carlucci R, Capasso G, De Chiara G, Pisciotta G, Velardo R, Corbelli V.   +51 more
europepmc   +1 more source

Observational Methods for Predicting Embankment Settlement [PDF]

, 2004
The one dimensional Terzaghi method is still widely used for prediction of settlement. Its differential equation is solved on the assumption that coefficient of consolidation is a constant, in which case the equation becomes linear.
Hoe, Ng Chung, Kim Huat, Bujang, Munzir, H. A.   +2 more
core  

Evaluation of geotechnical parameters of reclaimed land from near-surface seismic refraction method. [PDF]

Heliyon, 2021
Adewoyin OO, Joshua EO, Akinyemi ML, Omeje M, Adagunodo TA.   +4 more
europepmc   +1 more source

Flowbec [PDF]

, 2014
publication-status: UnpublishedThis document provides an overview of the resources available for the description of the natural environment at the Wave Hub site, and surrounding region.
Ashton, Ian, Harnois, Violette, Johanning, Lars, Smith, GH, Smith, Helen C.M., Van Nieuwkoop, J   +5 more
core  

PIEZOCONE DE RESISTIVIDADE (RCPTu) COMO FERRAMENTA DE DEFINIÇÃO DE UNIDADES HIDROESTRATIGRÁFICAS

Revista Águas Subterrâneas, 2017
A DD-038 da CETESB trouxe a obrigatoriedade de, nas etapas de diagnóstico, definir, caracterizar e delimitar as unidades hidroestratigráficas (UH). Trouxe também a necessidade de avaliar a distribuição das substâncias químicas de interesse (SQI) e sua ...
Marcos Tanaka Riyis, Rafael Muraro Derrite, Mauro Tanaka Riyis, Lucas Scarpanti Jesus   +3 more
doaj  

Experimental Validation of Deflections of Temporary Excavation Support Plates with the Use of 3D Modelling. [PDF]

Materials (Basel), 2022
Marek K, Wiesław B, Anna SG, Zbigniew W, Sławomir G.   +4 more
europepmc   +1 more source

Miniature Piezocone Penetration Test Results in Cohesive Soils [PDF]

, 2014
The effects of penetration rate and filter element locations on the piezocone penetration and dissipation test results were experimentally studied. Ten piezocone tests were conducted utilizing U1 (filter element at the cone tip) and U2 (filter element ...
Daekyu, Kim, Mehmet T., Tumay
core   +1 more source