Applied Sciences, Free Full-Text
Research on Damage Assessment of Buried Standard and Carbon-Fibre-Reinforced Polymer Petroleum Pipeline Subjected to Shallow Buried Blast Loading in Soil
Details of the (a) pipe, and of the (b) pulley-clamp mechanism.
Multi-directional force–displacement response of underground pipe
Bearing capacity mechanisms for pipes buried in sand
Analytical solution of overlying pipe deformation caused by tunnel excavation based on Pasternak foundation model
Development of a prototype for modelling soil–pipe interaction and
5. Drainage problems and how to avoid them - ROADEX Network
Response of UPVC pipes buried in sand under lateral ground movement - ScienceDirect