Evaluation of Liquefaction Resistance of Silty Ground Using SPT, CPT and DMT. A Case Study of Improved Ground by Sand Compaction Pile Method.

Doboku Gakkai Ronbunshu
doi 10.2208/jscej.2002.701_433
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Japan Society of Civil Engineers

Related search

Characteristics and Assessment of Seismic Behavior of Improved Ground by Sand Compaction Pile Method Using Iron and Steel Slag as Base of Gravity Caisson Structure

Japanese Geotechnical Journal
2012English

Pile Capacity Calculation by Using SPT and CPT Data

Academic Perspective Procedia
2019English

Liquefaction-Induced Ground Deformations Evaluation Based on Cone Penetration Tests (CPT)

World Journal of Engineering and Technology
2014English

Probabilistic Analysis of Soil Liquefaction Based on CPT and SPT Results

2019English

A Study of Effectiveness of Ground Improvement for Liquefaction Mitigation

English

Liquefaction of Sandy Ground During Earthquake.

JAPANESE JOURNAL OF MULTIPHASE FLOW
1995English

Improved Evaluation of Interface Friction on Steel Pipe Pile in Sand

Journal of Performance of Constructed Facilities
BuildingRiskCivilStructural EngineeringConstructionSafetyReliabilityQuality
2012English

The Calculation Method on the Bending Moment of a Battered Pile Induced by Ground Settlement.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1987English

Microscopic Mechanism Analysis on Liquefaction of Dredged Silty Sand in Land Reclamation Based on Discrete Element Method

DEStech Transactions on Materials Science and Engineering
2017English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy