[图书][B] Pressuremeters in geotechnical design

BG Clarke - 2022 - taylorfrancis.com
The pressuremeter is a versatile piece of ground investigation equipment that can be used
to test any type of soil or rock in situ. It quantifies in-situ stress, stiffness, strength and …

Determination of geotechnical parameters for underground trenchless construction design

I Park, C Kang, A Bayat - Bulletin of Engineering Geology and the …, 2023 - Springer
The design of various components of underground trenchless constructions requires
geotechnical parameters as inputs. Currently, determination of geotechnical parameters for …

A centrifuge modelling and finite element analysis of laterally loaded single piles in sand with focus on p–y curves

H Haouari, A Bouafia - Periodica Polytechnica Civil Engineering, 2020 - pp.bme.hu
Centrifuge modelling and finite element analysis are powerful tools of research on the lateral
pile/soil interaction. This paper aims at presenting the main results of experimental and …

Effect of soil conditioning on the permeability of coarse-grained soil in mechanized tunnelling

F Salmanpour, H Chakeri, S Chehreghani, HA Soula - Heliyon, 2023 - cell.com
In coarse-grained soils, the reduction of soil permeability via conditioning can effectively
prevent groundwater from entering the chamber, thus providing better tunnel face control …

Challenges with using empirically determined geotechnical parameters for borehole stability evaluation in horizontal directional drilling

I Park, C Kang, A Bayat - Engineering Geology, 2024 - Elsevier
Geotechnical parameters required for estimating the maximum allowable annular pressure
(P max) in horizontal directional drilling (HDD) are often empirically determined based on …

Numerical modelling of backfill grouting approaches in EPB tunneling

L Nikakhtar, S Zare… - Journal of mining and …, 2020 - jme.shahroodut.ac.ir
One of the main issues involved during tunnel construction with tunnel boring machines is
the tail gap grouting. This gap is between the external diameter of tunnel lining and the …

Investigation of the Feasibility of Increasing the Tail-grouting Zone during Mechanized Tunneling in Sandy Soils

F Barri, H Chakeri, H Haghkish, M Manafi - Periodica Polytechnica Civil …, 2024 - pp.bme.hu
Nowadays, excavation in urban environments can have many risks; one of these hazards is
improper tail-grouting of Earth Pressure Balance Machine (EPBM) and the consequent …

[PDF][PDF] Knowledge based prediction of standard penetration resistance of soil using geotechnical database

MU Arshid - Civil Engineering Journal, 2021 - academia.edu
The current study aimed at predicting standard penetration resistance (N) of soil using
particle sizes and Atterberg's limits. The geotechnical database was created subsequent to …

3D numerical investigation of ground settlements induced by construction of Istanbul twin metro tunnels with special focus on tunnel spacing

BH Dibavar, MH Ahmadi, SM Davarpanah - Periodica Polytechnica Civil …, 2019 - pp.bme.hu
One of the most important considerations of tunneling in urban areas is controlling the
amount of surface settlement that occurs during construction stages. The goal of this paper is …

[HTML][HTML] Evaluating Minimum Support Pressure for Tunnel Face Stability: Analytical, Numerical, and Empirical Approaches

M Gholipour, S Narimani, SM Davarpanah… - Journal of Experimental …, 2025 - mdpi.com
Tunneling in loose soil and urban areas presents numerous challenges. One effective
solution is the use of Earth Pressure Balance Shields (EPBSs). Maintaining the correct …