Results 41 to 50 of about 22,157 (282)
Isomonodromic deformations of connections with singularities of parahoric formal type
In previous work, the authors have developed a geometric theory of fundamental strata to study connections on the projective line with irregular singularities of parahoric formal type.
A. Moy +11 more
core +1 more source
Suffusion of stratum ① in deep alluvium foundation of Luding Hydropower Station induces water gushing incident. Continuous migration of fine particles may induce skeleton deformation, and then it may threat the safety of Luding Dam, downstream cascade ...
JIN Wei 1, 2, QIU Ziyuan 2, ZHANG Dan 1, 2, XIANG Lei 2, YANG Linjun 3, LUO Yulong 2
doaj +1 more source
The failure of strata with different strength under coal pillar in close distance coal seams has its particularity. Theoretical analysis, numerical simulation, and similar test were used to obtain the failure mechanism of the soft and hard stratification
Fulian He +5 more
doaj +1 more source
Numerical analysis of metro station pit dewatering and its influence
The underground water level in Xi’an city is generally shallow, and the excavation of the deep foundation pit mainly needs underground water dewatering. The ground deformation due to the dewatering and its influences should be fully analyzed.
Zongyuan Ma +3 more
doaj +1 more source
Simultaneous semi-stable reduction for curves with ADE singularities
A key tool in the study of algebraic surfaces and their moduli is Brieskorn's simultaneous resolution for families of algebraic surfaces with simple (du Val or ADE) singularities.
Casalaina-Martin, Sebastian, Laza, Radu
core +1 more source
Hyperbolic Dehn filling in dimension four
We introduce and study some deformations of complete finite-volume hyperbolic four-manifolds that may be interpreted as four-dimensional analogues of Thurston's hyperbolic Dehn filling.
Martelli, Bruno, Riolo, Stefano
core +1 more source
Abstract The sand pebble stratum is typically unstable with discrete particles. The most important constituent elements are sand and pebbles. The surrounding rock of tunnels in the sand and pebble stratum has prominent engineering problems, such as being loose, easy to collapse, and unstable when exposed to water.
Junfu Lu, Yi Zhu, Aolei Luo
openaire +1 more source
LDAcoop: Integrating non‐linear population dynamics into the analysis of clonogenic growth in vitro
Limiting dilution assays (LDAs) quantify clonogenic growth by seeding serial dilutions of cells and scoring wells for colony formation. The fraction of negative wells is plotted against cells seeded and analyzed using the non‐linear modeling of LDAcoop.
Nikko Brix +13 more
wiley +1 more source
[Objective] The rock-soil binary stratum is a typical upper-soft and lower-hard composite stratum. Due to its complex geological conditions, this stratum significantly influences the stratum deformation mechanism and mechanical response of shield tunnel ...
SUN Jiecheng +4 more
doaj +1 more source
Characterization of land subsidence induced by groundwater withdrawals in Wenyu River alluvial fan, Beijing, China [PDF]
The Beijing plain area has suffered from severe land subsidence owing to groundwater overdraft. A major example is the Wenyu River alluvial fan in the Beijing plain area. This area has experienced as much as 10 m of land subsidence through 2000s.
R. Wang +7 more
doaj +1 more source

