Exploring proxies for occupation intensity in hunter-gatherer settlement systems: A combination of ethnohistoric and archaeological data. [PDF]
Clark AE +9 more
europepmc +1 more source
Engineered extracellular vesicles displaying Ephrin‐B2 selectively target Ephrin‐B4–expressing ovarian cancer cells, enabling precise delivery in patient‐derived models. This scalable bio‐manufacturing platform reveals a versatile strategy to exploit Ephrin signaling for highly specific therapeutic payload delivery and motivates exploration of tailored
Nihar Godbole +17 more
wiley +1 more source
Effectiveness of post-grouting on the vertical response improvement for extra-long bored piles: case studies on field tests. [PDF]
Xie X, Hu T, Wang L, Zhou F, Wan Z.
europepmc +1 more source
Nonlinear dynamic analysis of pile foundation using finite element method. [PDF]
Goshu T +6 more
europepmc +1 more source
Analysis of the influence of new tunnel excavation on the stability of adjacent existing tunnels. [PDF]
Yang M, Liu N, Li H, Hu X.
europepmc +1 more source
The effect of foam concrete grouting on urban structure vibrations in Tabriz metro lines 1 and 2. [PDF]
Khodaei S +3 more
europepmc +1 more source
Three-dimensional simulation analysis of the impact of excavation on non-level crossing tunnels. [PDF]
Arash M, Dolatshahi A, Shahriar K.
europepmc +1 more source
Global Aid Cuts and Local Health Consequences in Nakivale Refugee Settlement, Uganda.
Lee H +4 more
europepmc +1 more source
Related searches:
Ground Settlements and Dewatering
2021The excavation process causes unloading in the surrounding soil and ground settlement. Unfavorable ground movements result in detrimental effects on adjacent infrastructures, such as buildings, pipelines, roads, bridges, and tunnels.
Wengang Zhang, Hanlong Liu
openaire +1 more source
Estimating liquefaction-induced ground settlements from CPT for level ground
Canadian Geotechnical Journal, 2002An integrated approach to estimate liquefaction-induced ground settlements using CPT data for sites with level ground is presented. The approach combines an existing CPT-based method to estimate liquefaction resistance with laboratory test results on clean sand to evaluate the liquefaction-induced volumetric strains for sandy and silty soils.
Zhang, G. +2 more
openaire +2 more sources

