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Gustav Grimstad

Norwegian University of Science and Technology

H指数:16

被引数:1,036

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Thermo-hydro-mechanical simulation of frost-heave mitigation measures for railway culverts

铁路涵洞冻胀防治措施的热-水-力耦合模拟

Transportation Geotechnics

IF5.5

2026-08-010

PRE

Evolution of isolated heaving defects for vertical rail displacements: a multi-disciplinary study

INTERNATIONAL JOURNAL OF RAIL TRANSPORTATION

IF3.6

2025-03-010

OA

Integration of hyperplastic models in strain space

应变空间中超塑性模型的集成

IF5.2

2025-01-280

PRE

Influence of sediment permeability in seismic-induced submarine landslide mechanism: CFD-MPM validation with centrifuge tests and analysis

COMPUTERS AND GEOTECHNICS

IF6.2

2024-10-012

OAAI

3D large deformation modeling of the 2020 Gjerdrum quick clay landslide

CANADIAN GEOTECHNICAL JOURNAL

IF3.5

2024-06-191

PRE

Modified Cam Clay bounding surface hyper-viscoplastic model

修正的剑桥粘土边界面超粘塑性模型

IF5.2

2024-05-220

PRE

Modelling mesh independent failure loads of a soft strain-softening clay using a rate dependent model

COMPUTERS AND GEOTECHNICS

IF6.2

2023-09-013

OAAI

Behaviour of 60-year-old trial embankments on peat

ENGINEERING GEOLOGY

IF8.4

2023-09-013

OAAI

A set of hyper-viscoplastic critical state models with different friction mobilisation criteria

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

IF3.8

2023-06-012

OAAI

Formation and growth of multiple, distinct ice lenses in frost heave

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS

IF3.6

2022-10-275

OAAI

Engineering properties of Norwegian peat for calculation of settlements

ENGINEERING GEOLOGY

IF8.4

2022-10-015

OAAI

Strain localisation in sensitive clays: can rate dependency provide mesh independent results?

COMPUTERS AND GEOTECHNICS

IF6.2

2022-05-014

OAAI

Pore-water pressure development in a frozen saline clay under isotropic loading and undrained shearing

在各向同性载荷和不排水剪切作用下，冻结盐渍粘土中的孔隙水压力发展

ACTA GEOTECHNICA

IF5.7

2021-10-0713

OA

Transport coefficients and pressure conditions for growth of ice lens in frozen soil

ACTA GEOTECHNICA

IF5.7

2021-02-2228

OAAI

Investigation of Development of the Earth Pressure Coefficient at Rest in Clay During Creep in the Framework of Hyper-Viscoplasticity

INTERNATIONAL JOURNAL OF GEOMECHANICS

IF3.3

2021-01-017

OAAI

Comparison of Geoacoustic Models for Unfrozen Water Content Estimation

JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH

IF4.1

2020-10-0713

OAAI

A macro model for shallow foundations on granular soils describing non-linear foundation behavior

COMPUTERS & STRUCTURES

IF4.8

2020-05-015

OA

A macro-element model for multidirectional cyclic lateral loading of monopiles in clay

粘土中单桩多向循环侧向荷载的宏单元模型

COMPUTERS AND GEOTECHNICS

IF6.2

2019-02-0133

OAAI

A macro-element for integrated time domain analyses representing bucket foundations for offshore wind turbines

MARINE STRUCTURES

IF5.1

2018-05-0146

OAAI

Testing and modeling of cyclically loaded rock anchors

JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING

IF10.2

2017-12-0118

OAAI