Defects Detection in Concrete Structure with Infrared Thermal Imaging and Numerical Simulation
p.345
p.345
Internal Load Determination of Two Spatial Structures: A Simple Roof Truss and a Quadrangular Pyramid
p.349
p.349
Highway Bridge Load-Bearing Capacity Assessment Under Chinese and British Methodologies
p.353
p.353
Least Square Method to Calibrate Seismic Design Response Spectrum
p.358
p.358
Study of Permeability Coefficient in Pumping Test on Steady Flow in Completely Penetrating Well
p.362
p.362
Simulation Researches of Angular Displacement Control System with Constant Vertical Wind Disturbance
p.366
p.366
Study on Impact Compaction of Aeolian Sand Subgrade and its Effect Evaluation
p.370
p.370
The Anti-Bending Bearing Capacity Analysis of the Reinforced RC Girder with External Prestress Base on ABAQUS
p.374
p.374
Changes in Cupressus funebris and Cryptomeria fortunei Root Parameters in Landslides Caused by the Wenchuan Earthquake
p.381
p.381
Study of Permeability Coefficient in Pumping Test on Steady Flow in Completely Penetrating Well
Abstract:
Permeability coefficient is one of the important hydrogeololgy parameters on dewatering design. Owing to complexity of hydrogeololgy and diversity of calculation, there is much difference in calculated values of permeability coefficient. This paper takes the case of pumping test on steady flow in completely penetrating well at underground station of Zhengzhou-Xinzheng airport route, the test result is analyzed and calculated with the whole process and multi-methods, and then the permeability coefficient of soil horizon is determined comprehensively with some reference value.
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Info:
Periodical:
Advanced Materials Research (Volumes 378-379)
Pages:
362-365
Citation:
Online since:
October 2011
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