Kuo Chieh Chao

Dr. Kuo Chieh Chao

Civil and Infrastructure Engineering, Asian Institute of Technology, Pathum Thani, Thailand
orcid

Research Focus & Metrics

Academic Career Length

32Years (1995-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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17 February 2015
Verified
Book
Open access
JNJohn D. Nelson
John D. Nelson
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao
DODaniel D. Overton
Daniel D. Overton
ENErik J. Nelson
Erik J. Nelson
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1 July 2020 in Journal of Central South University
Verified
Journal Article
Closed access
PDF file
Rui ZhangRui Zhang
Rui Zhang
MLMing-Xu Long
Ming-Xu Long
TLTian Lan
Tian Lan
JZJian-Long Zheng
Jian-Long Zheng
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao

21 February 2006
Verified
Conference Paper
Closed access
DODaniel D. Overton
Daniel D. Overton
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao
JNJohn D. Nelson
John D. Nelson
Design of a structure on expansive soils must consider the depth of wetting that can occur during the life of the structure and the associated heave. Two-dimensional seepage analyses were conducted for soil profiles typical to the Denver area to evaluate the migration of the wetting front. Predicted values of potential heave versus time were computed based upon the migration of the wetting front for sites with low, moderate, and highly expansive soils. The predicted heave in the lifetime of the structure is compared to the predicted maximum free-field heave for sites with various boundary conditions.

1 August 2012 in Journal of Geotechnical and Geoenvironmental Engineering
Verified
Journal Article
Closed access
JNJohn D. Nelson
John D. Nelson
ETErik G. Thompson
Erik G. Thompson
RSRobert W. Schaut
Robert W. Schaut
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao
DODaniel D. Overton
Daniel D. Overton
JDJesse S. Dunham-Friel
Jesse S. Dunham-Friel
The design of pier foundations in expansive soils is an important and challenging aspect of geotechnical engineering. Established methods for pier analysis include rigid and elastic methods. These methods have certain limitations that restrict their applicability to evaluate certain complex aspects of pier heave, including variable soil profiles, complex wetting profiles, large length-to-diameter ratios, and complex pier configurations and materials. To address those limitations, a method of analysis was developed providing a versatile and robust tool to predict both pier heave and axial forces developed by expansive soils. This method utilizes a standard finite-element code to solve for pier heave and force in the pier for the given boundary conditions. This paper contains both a discussion of the general design procedure and the finite-element formulation. This design procedure, including the finite-element code, accurately determines pier heave and force in a pier compared with field-measured d...

22 March 2023 in Sustainability
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Journal Article
Open access
PDF file
SSSudip Shakya
Sudip Shakya
SIShinya Inazumi
Shinya Inazumi
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao
RWRicky K. N. Wong
Ricky K. N. Wong
The major focus of this study was determining the effectiveness of new construction specifications regarding the method of cement grout injection for the jet grouting system (high-pressure injection stirring method), with the objective of developing a sustainable ground improvement method. The recent innovative jet grouting techniques allow for improvement at middle pressure, but the mud discharge amount is drastically increased. This produces a serious environmental and financial burden during the disposal of mud discharge. This study attempts to develop a sustainable jet grouting method. The simulation model was prepared by the 3D AutoCAD software, and the analysis was conducted using the moving particle semi-implicit method (MPS method). The study focused on the changes that occurred in the mixing ratio of cement slurry and soil due to the changes made in cement milk spraying during the construction phase and compared it with the traditional method of cement milk spraying. All other construction parameters were kept the same for both cases, and the comparison result shows that the modified construction specification provides a denser and larger improved soil body than the traditional method. Furthermore, the density of the number of particles was determined at the upper, middle, and lower portions of the improved body for comparison.

1 April 2022 in Innovative Infrastructure Solutions
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Journal Article
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PDF file
NJNilan S. Jayasiri
Nilan S. Jayasiri
Kuo Chieh ChaoKuo Chieh Chao
Kuo Chieh Chao
NPNoppadol Phien-Wej
Noppadol Phien-Wej
ODOchok Duangsano
Ochok Duangsano
AAAuttakit Asanprakit
Auttakit Asanprakit