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11
Restraint of Particle Breakage by Biotreatment Method
Restraint of Particle Breakage by Biotreatment Method
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Restraint of Particle Breakage by Biotreatment Method

Xiao, Yang ; Chen, Hui ; Stuedlein, Armin W ; Evans, T. Matthew ; Chu, Jian ; Cheng, Liang ; Jiang, Ningjun ; Lin, Hai ; Liu, Hanlong ; Aboel-Naga, H. M

Journal of geotechnical and geoenvironmental engineering, 2020-11, Vol.146 (11) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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12
Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
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Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation

Montoya, B. M ; DeJong, J. T

Journal of geotechnical and geoenvironmental engineering, 2015-06, Vol.141 (6) [Periódico revisado por pares]

American Society of Civil Engineers

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13
Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition
Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition
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Behavior of Geocell-Reinforced Subballast Subjected to Cyclic Loading in Plane-Strain Condition

Indraratna, Buddhima ; Biabani, M. Mahdi ; Nimbalkar, Sanjay

Journal of geotechnical and geoenvironmental engineering, 2015-01, Vol.141 (1) [Periódico revisado por pares]

American Society of Civil Engineers

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14
Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles
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Analysis of an Image-Based Method to Quantify the Size and Shape of Sand Particles

Altuhafi, F ; O’Sullivan, C ; Cavarretta, I

Journal of geotechnical and geoenvironmental engineering, 2013-08, Vol.139 (8), p.1290-1307 [Periódico revisado por pares]

Reston, VA: American Society of Civil Engineers

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15
Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands
Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands
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Effect of Particle Shape on Stress-Dilatancy Responses of Medium-Dense Sands

Xiao, Yang ; Long, Leihang ; Matthew Evans, T ; Zhou, Hai ; Liu, Hanlong ; Stuedlein, Armin W

Journal of geotechnical and geoenvironmental engineering, 2019-02, Vol.145 (2) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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16
Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand
Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand
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Ground Response to Multiple Parallel Microtunneling Operations in Cemented Silty Clay and Sand

Shen, Shui-Long ; Cui, Qing-Long ; Ho, Chu-Eu ; Xu, Ye-Shuang

Journal of geotechnical and geoenvironmental engineering, 2016-05, Vol.142 (5) [Periódico revisado por pares]

American Society of Civil Engineers

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17
Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
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Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”

Tan, Yong

Journal of geotechnical and geoenvironmental engineering, 2024-07, Vol.150 (7) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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18
Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
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Discussion of “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”

Lu, Ye

Journal of geotechnical and geoenvironmental engineering, 2024-07, Vol.150 (7) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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19
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”
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Closure to “Numerical Study of the Effect of Ground Improvement on Basal Heave Stability for Deep Excavations in Normally Consolidated Clays”

Abdi, Ari Surya ; Ou, Chang-Yu

Journal of geotechnical and geoenvironmental engineering, 2024-07, Vol.150 (7) [Periódico revisado por pares]

New York: American Society of Civil Engineers

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20
Large-Scale Comparison of Bioaugmentation and Biostimulation Approaches for Biocementation of Sands
Large-Scale Comparison of Bioaugmentation and Biostimulation Approaches for Biocementation of Sands
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Large-Scale Comparison of Bioaugmentation and Biostimulation Approaches for Biocementation of Sands

Gomez, Michael G ; Anderson, Collin M ; Graddy, Charles M. R ; DeJong, Jason T ; Nelson, Douglas C ; Ginn, Timothy R

Journal of geotechnical and geoenvironmental engineering, 2017-05, Vol.143 (5) [Periódico revisado por pares]

American Society of Civil Engineers

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