M Shamimur Rahman

Response and Instability of Sloping Seabed Supporting Small Marine Structures: Wave - Structure-Soil Interaction Analysis

JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME, 144(3).

Analysis of wave-induced submarine landslides in nearly saturated sediments at intermediate water depths

Rafiei, A., Rahman, M. S., Gabr, M. A., & Ghayoomi, M. (2021, November 9). MARINE GEORESOURCES & GEOTECHNOLOGY, Vol. 11.

Impact of Underliner on the Local Deformation of HDPE Geomembranes

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 147(6).

Laboratory testing and numerical modeling of geomembrane electrical leak detection surveys

GEOSYNTHETICS INTERNATIONAL, 27(5), 490–502.

Response of High-Density Polyethylene Geomembrane-Sand Interfaces under Cyclic Shear Loading: Laboratory Investigation

INTERNATIONAL JOURNAL OF GEOMECHANICS, 20(2).

Slope Stability Analysis Using Genetic Simulated Annealing Algorithm in Conjunction with Finite Element Method

KSCE JOURNAL OF CIVIL ENGINEERING, 24(1), 30–37.

Computational Geotechnics

Geo-Congress 2019. Presented at the Eighth International Conference on Case Histories in Geotechnical Engineering.

An Enhanced Generalized Plasticity Model for Coarse Granular Material considering Particle Breakage

ADVANCES IN CIVIL ENGINEERING, 2018.

Improved Synchronous and Alternate Vacuum Preloading Method for Newly Dredged Fills: Laboratory Model Study

International Journal of Geomechanics, 18(8), 04018086.

Modeling and Computing for Geotechnical Engineering

(M. S. Rahman & M. B. Can Ülker, Eds.).

Improvement of very soft ground by a high-efficiency vacuum preloading method: A case study

MARINE GEORESOURCES & GEOTECHNOLOGY, 35(5), 631–642.

Uplift Capacity of Plate Anchors in Saturated Clays: Analyses with Different Constitutive Models

INTERNATIONAL JOURNAL OF GEOMECHANICS, 16(2).

Constitutive Models in Simulating Low-Cycle Fatigue and Ratcheting Responses of Elbow

JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 137(3).

Low-Cycle Fatigue and Ratcheting Responses of Elbow Piping Components

JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 137(3).

Plastic Flow of Sand and Pullout Capacity of Suction Caissons

Journal of Geotechnical and Geoenvironmental Engineering, 141(8), 02815002.

Evaluation of plate anchors capacity in saturated soils using different constitutive models

33rd International Conference on Ocean, Offshore and Arctic Engineering, 2014, vol 3.

Preliminary Structural Design of OCAES Vessel

Volume 9B: Ocean Renewable Energy.

Application of artificial neural networks to predict the bond strength of FRP-to-concrete joints

CONSTRUCTION AND BUILDING MATERIALS, 40, 812–821.

Breaking wave-induced response and instability of seabed around caisson breakwater

International Journal for Numerical and Analytical Methods in Geomechanics, 36(3), 362–390.

Neural networks model and adaptive neuro-fuzzy inference system for predicting the moment capacity of ferrocement members

ENGINEERING STRUCTURES, 32(6), 1723–1734.

Standing wave-induced dynamic response and instability of seabed under a caisson breakwater

Proceedings of the ASME 29th International Conference on Ocean, Offshore and Arctic Engineering, 2010, vol 1, 737–746.

Wave-induced dynamic response and instability of seabed around caisson breakwater

OCEAN ENGINEERING, 37(17-18), 1522–1545.

Response of saturated and nearly saturated porous media: Different formulations and their applicability

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 33(5), 633–664.

Wave-induced response of seabed: Various formulations and their applicability

APPLIED OCEAN RESEARCH, 31(1), 12–24.

Finite element analyses of layered visco-elastic system under vertical circular loading

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 32(8), 897–913.

Traffic barriers under vehicular impact: From computer simulation to design guidelines

COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 23(6), 465–480.

A neural network model for prediction of pile setup

TRANSPORTATION RESEARCH RECORD, (2004), 12–19.

Analysis of Ground Motion: A Comparison of Some Available Methods

GeoCongress 2006. Presented at the GeoCongress 2006.

Spectroscopic investigation of strain induced by compositional variation in bulk InxGa1–xAs crystal grown by MCZM method

Crystal Research and Technology, 41(4), 358–363.

Reliability Based Calibration of Resistance Factors for Axial Capacity of Driven Piles

Advances in Deep Foundations, 132, 735–746.

Fuzzy neural network models for liquefaction prediction

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 22(8), 685–694.

A neural network model for the uplift capacity of suction caissons

COMPUTERS AND GEOTECHNICS, 28(4), 269–287.

Effective stresses in a porous seabed of finite thickness: inertia effects

CANADIAN GEOTECHNICAL JOURNAL, 37(6), 1383–1392.

A neural network model for liquefaction-induced horizontal ground displacement

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 18(8), 555–568.

Variability of seismic response of soils using stochastic finite element method

SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 18(3), 229–245.

Model for resilient modulus and permanent strain of subgrade soils

In Testing of conventional and unconventional aggregates and soils (pp. 85–93).

Stochastic finite element methods for the seismic response of soils

International Journal for Numerical and Analytical Methods in Geomechanics, 22(10), 819–850.

Inclusion of fuzzy variables in geotechnical risk analysis

Computer methods and advances in geomechanics: Proceedings of the Ninth International Conference of the Association for Computer Methods and Advances in Geomechnics: Wuhan, China, 2-7 November, 1997, 9(1997), 567–572.

Instability and movements of ocean floor sediments: a review

International Journal of Offshore and Polar Engineering, 7(3), 220–225.