Results 111 to 120 of about 7,786 (217)

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

open access: yesYantu 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

Korelasi Nilai Mackintosh Probe Dengan N-spt Dan Cpt Pada Tanah Lempung [PDF]

open access: yes, 2015
Penelitian ini bertujuan untuk mendapatkan korelasi antara hasil Mackintosh probing, MPT, dengan hasil N-SPT serta qc-sondir dari CPT. Penelitian langsung di lapangan dilakukan pada empat lokasi dengan kondisi dan jenis tanah yang berbeda, yaitu di ...
Soetjianto, H. (Hadi)   +2 more
core  

Analisis Potensi Likuifaksi Akibat Gempa Bumi Menggunakan Metode SPT (Standar Penetration Test) Dan Cpt (Cone Penetration Test) Di Kabupaten Bantul, Yogyakarta

open access: yesWahana Fisika: Jurnal Penelitian Fisika dan Terapannya, 2017
Gempa bumi yang terjadi di daerah Bantul, Yogyakarta pada 27 Mei 2006 dengan magnitudo gempa bumi sebesar 6.3 SR dapat menyebabkan terjadinya bahaya likuifaksi yang dapat merusak bangunan khususnya di wilayah Bantul Yogyakarta. Investigasi geoteknik yang
Tini, Adrin Tohari, Mimin Iryanti
doaj  

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

open access: yesSoils 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

Liquefaction Probabilities Of Semani Area, In Albania Corresponding To Different Levels Of Safety [PDF]

open access: yes, 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
core  

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

open access: yesGeo-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   +8 more
doaj   +1 more source

Simulation of penetration problems in geomechanics [PDF]

open access: yes, 2017
The simulation of penetration problems in geomaterials is a challenging problem as it involves large deformations and displacements as well as strong non-linearities affecting material behaviour, geometry and contact surfaces. The paper presents examples
Arroyo, Marcos   +4 more
core   +3 more sources

Penentuan Daya Dukung Tanah Berdasarkan Hasil Pengukuran Cone Penetration Test (CPT) dan Uji Laboratorium [PDF]

open access: yes
Bearing capacity is the ability of soil to withstand the pressure (load of the building) on it. To produce an accurate bearing capacity, the nature and characteristics of the soil must be knew with measurements of Cone Penetration Test (CPT) and the ...
Putri. AP, A. Aguslimi Shafira
core  

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

open access: yes, 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

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