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Author:

Han, Xu (Han, Xu.) | Wang, Ning-Wei (Wang, Ning-Wei.) | Su, Jing-Yu (Su, Jing-Yu.) (Scholars:苏经宇) | Wang, Wei (Wang, Wei.) (Scholars:王伟)

Indexed by:

EI Scopus

Abstract:

The bearing capacity of marine soft clay in an electrochemical grouting test can have significant changes. In order to study whether the chemical solution injected into the marine soft clay will affect the electrochemical reinforcement. The paper made one electro-osmotic drainage test and three electrochemical grouting tests. This paper studies the effect of injecting the CaCl2solution to enhance the carrying capacity of the soil, and finds out the bearing capacity of marine soft clay in different spatial locations. The results show that: With the increase of concrete age, the bearing capacity of the soil increases. In the electro-osmotic test, the carrying capacity of anode region is greater than other regions. But the bearing capacity of the cathode region of the electrochemical test is the biggest. In addition to the anode region, the soil bearing capacity of electrochemical test is greater than the soil bearing capacity of electro-osmotic test. © 2015 ejge.

Keyword:

Soils Bearing capacity Mortar Anodes Concrete construction Grouting Electroosmosis Osmosis Electrodes

Author Community:

  • [ 1 ] [Han, Xu]Institute of Earthquake resistance and Disaster reduction, Beijing University of Technology, Beijing, China
  • [ 2 ] [Han, Xu]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 3 ] [Wang, Ning-Wei]School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, China
  • [ 4 ] [Su, Jing-Yu]Institute of Earthquake resistance and Disaster reduction, Beijing University of Technology, Beijing, China
  • [ 5 ] [Su, Jing-Yu]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China
  • [ 6 ] [Wang, Wei]Institute of Earthquake resistance and Disaster reduction, Beijing University of Technology, Beijing, China
  • [ 7 ] [Wang, Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, China

Reprint Author's Address:

  • [han, xu]institute of earthquake resistance and disaster reduction, beijing university of technology, beijing, china;;[han, xu]college of architecture and civil engineering, beijing university of technology, beijing, china

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Source :

Electronic Journal of Geotechnical Engineering

Year: 2015

Issue: 20

Volume: 20

Page: 11815-11830

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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