scholarly journals Analysis of Soil Liquefaction using Numerical Modeling

2017 ◽  
pp. 70-72 ◽  
Author(s):  
Reece. F
Keyword(s):  
Numerical Modeling ◽  
Soil Liquefaction

Numerical modeling of soil liquefaction and lateral spreading using the SANISAND-Sf model in the LEAP experiments

2021 ◽  
Vol 143 ◽  
pp. 106613
Author(s):  
Andrés Reyes ◽  
Ming Yang ◽  
Andrés R. Barrero ◽  
Mahdi Taiebat
Keyword(s):  
Numerical Modeling ◽  
Lateral Spreading ◽  
Soil Liquefaction

scholarly journals Soil Liquefaction–Induced Uplift of Underground Structures: Physical and Numerical Modeling

2014 ◽  
Vol 140 (10) ◽  
pp. 04014057 ◽  
Author(s):  
Siau Chen Chian ◽  
Kohji Tokimatsu ◽  
Santana Phani Gopal Madabhushi
Keyword(s):  
Numerical Modeling ◽  
Soil Liquefaction ◽  
Underground Structures

Investigation of Morphosedimentary Processes on a Schematic Louisiana Barrier Island Using Process-Based Numerical Modeling

2007 ◽  
Author(s):  
T. Campbell ◽  
B. de Sonneville ◽  
L. Benedet ◽  
D. J. W. Walstra ◽  
C. W. Finkl
Keyword(s):  
Numerical Modeling ◽  
Barrier Island

SIMULATION OF ELECTRICAL MONITORING OF DAMS WITH LEAKAGE WITH A TRANSVERSE PLACEMENT OF THE MEASURING INSTALLATION

2020 ◽  
Vol 8 (4) ◽  
pp. 69-82
Author(s):  
D.S. Rakisheva ◽  
◽  
B.G. Mukanova ◽  
I.N. Modin ◽  
◽  
...  
Keyword(s):  
Numerical Modeling ◽  
Water Level ◽  
Electrical Resistivity Tomography ◽  
Resistivity Tomography ◽  
Measuring Installation ◽  
Basic Functions ◽  
Tomography Method ◽  
Dam Monitoring ◽  
The Mathematical Model ◽  
Measurement Line

Numerical modeling of the problem of dam monitoring by the Electrical Resistivity Tomography method is carried out. The mathematical model is based on integral equations with a partial Fourier transform with respect to one spatial variable. It is assumed that the measurement line is located across the dam longitude. To approximate the shape of the dam surface, the Radial Basic Functions method is applied. The influence of locations of the water-dam, dam-basement, basement-leakage boundaries with respect to the sounding installation, which is partially placed under the headwater, is studied. Numerical modeling is carried out for the following varied parameters: 1) water level at the headwater; 2) the height of the leak; 3) the depth of the leak; 4) position of the supply electrode; 5) water level and leaks positions are changing simultaneously. Modeling results are presented in the form of apparent resistivity curves, as it is customary in geophysical practice.

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