Results 51 to 60 of about 14,435 (157)

Evaluation of Pile Lateral Bearing Capacity-Based on Cone Penetration Test Results

Advances in Civil Engineering
To analyze the bearing capacity of pile foundations under horizontal loads, a new method based on the piezocone penetration test (CPTU) data for calculating pile p-y curves was proposed.
Yi He, Ye-Lin Chen, Chong Ma, Cai-Jin Wang, Tao Zhang   +4 more
doaj   +1 more source

Assessing mass balance with the cone penetration test

Journal of Glaciology, 2017
ADRIAN MCCALLUM
doaj   +1 more source

Shear strength parameters identification of loess interface based on borehole micro static cone penetration system

Geoenvironmental Disasters
Background Loess is prone to large deformation and flow slide due to natural and artificial interfaces inside. The strength of these interfaces controls the mechanical properties of loess.
Hengxing Lan, Zhanting Song, Han Bao, Yangfan Ma, Changgen Yan, Shijie Liu, Juntian Wang   +6 more
doaj   +1 more source

A virtual calibration chamber for cone penetration test based on deep-learning approaches

Journal of Rock Mechanics and Geotechnical Engineering
The interpretation of the cone penetration test (CPT) still relies largely on empirical correlations that have been predominantly developed in resource-intensive and time-consuming calibration chambers.
Mingpeng Liu, Enci Sun, Ningning Zhang, Fengwen Lai, Raul Fuentes   +4 more
doaj   +1 more source

Cone penetration testing in polar snow

, 2012
Innovative Cone Penetration Testing (CPT) using adapted commercial CPT equipment was conducted in Antarctica in early 2010 in an attempt to assess the strength of polar snow; additionally, application of CPT data was considered, particularly in estimating surface bearing capacity.
openaire   +1 more source

Determination of undrained strengths by cone penetration tests.

, 2016
Calculations have been presented for the loads on a cone penetrometer in a cohesive material, with the validity of the calculations being limited at present to a penetrometer near the surface of a soil. The undrained strength of a cohesive soil could therefore be back-analysed from measurements of loads on cone penetrometers.
Houlsby, G, Wroth, C
openaire   +2 more sources

Field Cone Penetration Tests with Various Penetration Rates - Test Results

, 2011
The test site is located at Nordre Ringgade near the town called Dronninglund in the northern Jutland in Denmark. The site area is relatively flat, and was chosen because it has a size of approximately 3 ha and contains a relatively thick deposit of silty soils.
Poulsen, Rikke, Nielsen, Benjaminn Nordahl, Ibsen, Lars Bo   +2 more
openaire   +1 more source

Use of Cone Penetration Tests and Cone Penetration Tests with Porewater Pressure Measurement for Difficult Soils Profiling

, 2012
As a support for a future construction, geotechnical soil characterization is necessary by laboratory testing or in situ probing methods for optimal choice of foundation system, and for avoiding that the soil foundation will not reach the ultimate limit states or the serviceability limit states.
Iliesi, Adrian-Traian, Tofan, Ana-Luciana, Presti, Diego Lo   +2 more
openaire   +1 more source

Cone Penetration Testing [PDF]

, 1987
openaire   +1 more source

Calibration of Cone Factor in Cone Penetration Test for Evaluating the Undrained Shear Strength of Silty Clay. [PDF]

Materials (Basel)
Wu C, Song Y, Dai J, Li L, Gu X.
europepmc   +1 more source