Ultimate bearing capacity of intact rocks at tip of large-diameter rock-socketed piles considering internal micro-cracks-Reference-Cited by-同舟云学术

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Ultimate bearing capacity of intact rocks at tip of large-diameter rock-socketed piles considering internal micro-cracks

Published:2023-09-19 Issue: Volume: Page:1-18
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Liu Jun¹²,Dai Guoliang¹²^ORCID,Gong Weiming¹²

Affiliation:

1. Key of Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing, China

2. School of Civil Engineering, Southeast University, Nanjing, China

Funder

National Natural Science Foundation of China

Natural Fund Project of Jiangsu Basic Research Program

Six Talent Peaks Project in Jiangsu Province

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2023.2242902

Reference46 articles.

1. Size-dependent fracture behavior of Guiting limestone under mixed mode loading

2. Analytical investigation on the effect of friction coefficient and crack inclination angle on the effective elastic properties and strength of brittle rocks

3. Mixed mode I/II fracture behavior of CSTBD sandstone specimen under different loading angles

4. A Three-Dimensional (3D) Semi-analytical Solution for the Ultimate End-Bearing Capacity of Rock-Socketed Shafts

5. A Machine Learning-Based Method for Predicting End-Bearing Capacity of Rock-Socketed Shafts

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