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M

Mamoru Kikumoto

Academic Center for Computing and Media Studies
H指数:18
被引数:1,288
浏览量:0

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Crushing-induced angularity governs critical state strength in granular soils

压碎诱导的棱角性控制着粒状土的临界状态强度

2026-06-090
OAAI
Critical state concept for rock joints: Description of dilatancy hardening

岩石节理的临界状态概念:胀裂硬化的描述

2026-05-050
OAAI
Trapdoor configuration effects on stress-redistribution and arching of granular media through DEM

卸料口配置对颗粒介质应力重分布和拱效应的影响:离散元法研究

2026-02-080
OAAI
Particle breakage limits packing density effect on pile resistance in crushable soils

颗粒破碎限制了可碎性土体中桩阻力受堆积密度的影响。

2025-09-100
OAAI
Constitutive model for unsaturated crushable soils

非饱和可碎土的本构模型

2025-09-040
PRE
Uplift capacity of pipelines in unsaturated ground with different groundwater levels: experiments and theory

不同地下水位条件下非饱和土中管道的上拔承载力:试验与理论

2025-08-020
PRE
Effect of particle shape and initial orientation on the kinematics and runout behavior of rockfalls
2024-04-253
PRE
Laboratory observation of shear stress recovery in rock joints considering joint compaction and dilatancy

考虑节理压实和剪胀的岩石节理剪应力恢复的实验室观测

2024-02-011
PRE
Enhanced sand strength through low-density polyethylene reinforcement
2023-12-011
PRE
Optimization of artificial neutral networks architecture for predicting compression parameters using piezocone penetration test
2023-08-0128
OAAI
Role of particle rotation in sheared granular media
2023-03-2011
OA
Modeling the shearing behavior of discontinuous rock mass incorporating dilation of joint aperture
2022-05-018
OAAI