Journal of Geotechnical and Geoenvinronmental Engineering (Volume 150, Issue 7, 2024)

Journal of Geotechnical and Geoenvinronmental Engineering (Volume 150, Issue 7, 2024)

Kategori: Geoteknik Jalan

Kontributor: NewAkun

Publish Date: 12 Thu 2024

Daftar isi "Journal of Geotechnical and Geoenvinronmental Engineering (Volume 150, Issue 7, 2024)

 

Bagi sahabat yang membutuhkan jurnal ini, silakan mengisi lembar pemesanan, dibawah ini :

Form Order Jurnal

NO

ARTICLES

PAGE

TECHNICAL BREAKTHROUGH ABSTRACTS

  1.  

Smart Soil Nails   

 

Anant Aishwarya DubeySubhra MajhiNavdeep Kaur Dhami and Abhijit Mukherjee

1-1

TECHNICAL PAPERS

  1.  

Effect of Fines Content on Calcium Carbonate Precipitation and Thermal Properties of Biocemented Sand           

Pinar GunyolMohammad KhosraviAdrienne PhillipsKathryn Plymesser and Albert Parker

1-10

  1.  

Experimental Study of the Earth Pressure Evolution on a Model Wall Rotating about Its Base        

David Perozzi and Alexander M. Puzrin

1-16

  1.  

DEM Modeling of the Load-Bearing Mechanisms of Rock-Socketed Piles with Soft Interface Materials           

Arun Kumar MuraliAsadul HaqueHa H. Bui and Khoa M. Tran

1-13

  1.  

Evaluation of Soil–Structure Interface Models        

Hai-Lin WangZhen-Yu YinYin-Fu Jin and Xiao-Qiang Gu

1-17

  1.  

Aging Factors for the Cyclic Resistance Ratio of Pleistocene Sands from the South Carolina Coastal Region        

Michael J. Hasek and Sarah L. Gassman

1-19

  1.  

Errors in Conventional Calculations of Soil Phase Relationships        

Ning LuShengmin Luo and William J. Likos

1-13

  1.  

Stress Release–Induced Suction in Unsaturated MX80 Bentonite Pellet and Powder Mixtures         

Jin-Wen YangYu-Jun CuiNaida Mokni and Hao Wang

1-13

  1.  

Evaluating Ground Reaction Curves from Single to Multiple Trapdoor Tests    

Rui RuiRui-heng DingJie HanYu-qiu YeShi-kai He and Mohamed Elabd

1-10

DISCUSSIONS AND CLOSURES

  1.  

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

Ye Lu

1-2

  1.  

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

Yong Tan

1-4

  1.  

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

Ari Surya Abdi and Chang-Yu Ou

1-4

  1.  

Discussion of “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”      

H. WangB. M. LehaneM. F. BransbyF. Pisanò and L. Z. Wang

1-3

  1.  

Closure to “Numerical Modeling of the Monotonic Lateral Behavior of XL and XXL Monopiles in Kaolin”      

Aliasger Essakali Haiderali and Gopal S. P. Madabhushi

1-5

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