Location
St. Louis, Missouri
Presentation Date
04 Apr 1995, 2:30 pm - 3:30 pm
Abstract
The lateral pressure coefficient Kod of soil under the cyclic load is an important parameter in designing structures against wave, earthquake, and wind. The Lateral Pressure Coefficient Apparatus, Type TK-1 under the cyclic load, written in the simplified form of Kod Apparatus, Type TK-1, is especially developed to study and determine Kod. Its structure, specifications and test results have shown that this apparatus has superior performances, met the requirements to study and determine Kod.
Department(s)
Civil, Architectural and Environmental Engineering
Meeting Name
3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics
Publisher
University of Missouri--Rolla
Document Version
Final Version
Rights
© 1995 University of Missouri--Rolla, All rights reserved.
Creative Commons Licensing
This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License.
Document Type
Article - Conference proceedings
File Type
text
Language
English
Recommended Citation
Zhu, Longgen; Xu, Lizhi; and Du, Jian, "Kod Apparatus, Type TK-1" (1995). International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. 16.
https://scholarsmine.mst.edu/icrageesd/03icrageesd/session02/16
Included in
Kod Apparatus, Type TK-1
St. Louis, Missouri
The lateral pressure coefficient Kod of soil under the cyclic load is an important parameter in designing structures against wave, earthquake, and wind. The Lateral Pressure Coefficient Apparatus, Type TK-1 under the cyclic load, written in the simplified form of Kod Apparatus, Type TK-1, is especially developed to study and determine Kod. Its structure, specifications and test results have shown that this apparatus has superior performances, met the requirements to study and determine Kod.