Results 41 to 50 of about 3,388,319 (280)
Soil pressures on pile shaft due to spudcan penetration in clay
In order to analyze the soil pressures on the adjacent pile shaft during spudcan penetration, the CEL (coupled- Eulerian-Lagrangian) method is used to calculate the soil pressures, and the efficacy of the method is proved by comparison with a centrifugal
GUO Dong 1,2, WANG Jian-hua 1,2, FAN Yi-fei 1,2
doaj +1 more source
ABSTRACT Objective To evaluate selumetinib exposure using therapeutic drug monitoring (TDM) in pediatric patients with neurofibromatosis type 1 (NF1) and plexiform neurofibromas (PN), assess interpatient pharmacokinetic variability, and explore the relationship between drug exposure, clinical response, and adverse effects.
Janka Kovács +8 more
wiley +1 more source
Static and cyclic p-y curves for laterally loaded piles in soft clay
A pseudo-three-dimensional analysis method on static p-y curves of laterally loaded piles in soft clay is conducted. This method is based on the two-dimensional elastic fictitious loading upper bound limit analysis approach considering the stress-strain ...
HUANG Mao-song 1, 2, MA Hao 1, 2, LI Sen 1, 2, YU Jian 1, 2, ZHANG Chen-rong 1, 2
doaj +1 more source
ABSTRACT Background and Aims Wilms tumour (WT) has excellent event‐free and overall survival (OS). However, small differences exist between countries participating in the same international study. This led us to examine variation in adherence to protocol recommendations as a potential contributing factor.
Suzanne Tugnait +23 more
wiley +1 more source
Small-displacement behavior of offshore wind power monopiles subjected to static lateral loading
The centrifuge tests and numerical simulations are carried out to explore the small-displacement behavior of 9 m-diameter offshore wind power large-scale monopiles with various embedment depths. The results show that as the embedment depth increases, the
WANG Wei 1 , ZHANG Zitao 2 , YU Guangming 1, ZHANG Xuedong 2, ZHANG Zechao 1, SONG Jianzheng 2, ZHANG Zheng 2
doaj +1 more source
Evaluation of lateral capacity for flexible drilled shafts in cohesionless soils
This study aimed to evaluate and improve the p – y curve method for use in the lateral analysis of flexible circular drilled shafts in cohesionless soils.
Ssu-An Chou +4 more
doaj +1 more source
Most hyperelliptic curves over Q have no rational points [PDF]
By a hyperelliptic curve over Q, we mean a smooth, geometrically irreducible, complete curve C over Q equipped with a fixed map of degree 2 to P^1 defined over Q.
Bhargava, Manjul
core
Endomorphisms of superelliptic jacobians
Let K be a field of characteristic zero, n>4 an integer, f(x) an irreducible polynomial over K of degree n, whose Galois group is doubly transitive simple non-abelian group.
A. Elkin +29 more
core +1 more source
ABSTRACT Background Kaposiform lymphangiomatosis (KLA) is an aggressive complex lymphatic anomaly. Patients exhibit malformed lymphatic vessels and often develop hemorrhagic effusions and elevated angiopoietin‐2 (Ang‐2) levels. A somatic NRAS p.Q61R (NRASQ61R) mutation has been associated with KLA.
C. Griffin McDaniel +3 more
wiley +1 more source
Predicting ε50 for Lateral Behavior of Piles in Marine Clay Using an Evolutionary Based Approach
Analyzing piles subjected to lateral loads significantly depends on soil resistance at any point along the pile as a function of pile deflection, known as p-y curve.
Babak Ebrahimian, Aida Nazari
doaj

