CPTU correlations for Norwegian clays: an update
AIMS Geosciences, 2019 Geotechnical design in clay areas in Norway is mainly based on piezocone (CPTU) tests results. Strength and stiffness parameters are usually derived from CPTU parameters and empirical correlations. In order to improve geotechnical design practice (e.g.
Paniagua Lopez, Ana Priscilla +4 more
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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
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Liquefaction Probabilities Of Semani Area, In Albania Corresponding To Different Levels Of Safety [PDF]
, 2013 In this paper the liquefaction potential of Quaternary soft non-cohesive soils at Semanisite, Fier prefecture in Albania has been assessed.The liquefaction analyses have been computed considering the hazard levelcorresponding to different levels of ...
Besnik Ago +2 more
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Numerical simulations of settlement of jet grouting columns [PDF]
, 2016 The paper presents the comparison of results of numerical analyses of interaction between group of jet grouting columns and subsoil. The analyses were conducted for single column and groups of three, seven and nine columns. The simulations are based on
Bzówka, Joanna, Juzwa, Anna
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Geotechnical investigation and remediation for industrial contaminated sites
Yantu gongcheng xuebao, 2018 Aiming at geotechnical problems in the redevelopment of industrial contaminated sites, the research achievements from the author and his group are throughly summarized.
LIU Song-yu
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Regional subsidence modelling in Murcia city (SE Spain) using 1-D vertical finite element analysis and 2-D interpolation of ground surface displacements [PDF]
, 2015 Subsidence is a hazard that may have natural or anthropogenic origin causing important economic losses. The area of Murcia city (SE Spain) has been affected by subsidence due to groundwater overexploitation since the year 1992.
Calcaterra, Domenico +8 more
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Pengaruh Koefisien Nk Terhadap Kuat Geser Tanah Lunak Gedebage Berdasarkan Uji CPTu
Jurnal Teknik SipilAlat 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 +2 more
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Development of a Sinkhole Raveling Chart Based on Cone Penetration Test (CPT) Data [PDF]
, 2018 Naturally occurring sinkholes in Florida are formed when the soluble limestone bedrock weathers and creates cavities at its interface with the overburden finer-grained soils. The overburden soil then erodes into the limestone fissures, thus weakening the
Shamet, Ryan +2 more
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Geosciences, 2018 A proper assessment of the soil effective stress state is crucial in many cases to identify a potential geological/geotechnical hazard as shallow landslides or failure of levees that may have a significant impact on human activities and development. This
Diego Lo Presti +4 more
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DMT Method Approach for Liquefaction Hazard Vulnerability Mapping in Bantul Regency, YOGYAKARTA Province, Indonesia [PDF]
, 2015 DOI:10.17014/ijog.2.1.53-61On May 27 2006, an earthquake (Mw 6.2) occurring in Bantul, Yogyakarta Special Province, triggered liquefaction phenomenon such as sand boiling and lateral spreading.
Sari, A. M. (Anggun) +2 more
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