Results 201 to 210 of about 26,307 (269)

Earned settlement: the value of international health and care workers in the UK. [PDF]

Lancet Reg Health Eur
Zhou X, Correa A, Palmer T, Sun M, Pizzo E, Gomes P, Skordis J.   +6 more
europepmc   +1 more source

Deformation mechanisms of an existing tunnel adjacent to deep basement supported by circular beams in soft clays. [PDF]

Sci Rep
Qi S, Wang B.
europepmc   +1 more source

The natural architecture of oyster reefs maximizes recruit survival. [PDF]

Nature
Esquivel-Muelbert JR, Fontoura L, Zawada K, Erickson K, Figueira W, Madin JS, Bishop MJ.   +6 more
europepmc   +1 more source

Research on surrounding rock deformation characteristics and support optimization measures for tunnel TBM crossing through fault fracture zones. [PDF]

Sci Rep
Lan F, Du W, Li R, He C, He J, Yan J.
europepmc   +1 more source

Rigid inclusion columns and the composite modulus method for enhancing storage tank foundation bearing capacity. [PDF]

Sci Rep
Sadeghian R, Ardakani ARM, Mohammadnezhad H.   +2 more
europepmc   +1 more source

Anthropogenic Pressures, Rather Than Plant Vigour, Promote Insect Herbivory Rates on <i>Securidaca longepedunculata</i> Along Elevation in a South African Woodland. [PDF]

Ecol Evol
Mamathaba MP, Phogole B, Gaoue OG, Yessoufou K.   +3 more
europepmc   +1 more source

Pharmaceutical Manufacturer Kickback Resolutions and Associated Financial Penalties, 2000-2025.

JAMA Netw Open
Liu T, Ross JS, Morten CJ, Ramachandran R.   +3 more
europepmc   +1 more source

Settlement of foundations on sand

openaire   +1 more source

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Settlements of shallow foundations on sand

Géotechnique, 1991
A method to evaluate settlements and rotations of rigid shallow foundations on sand under the combined action of inclined and eccentric loads is presented. Experimental results obtained on a model strip foundation are shown first. Next, a mathematical model is formulated which is based on the hypotheses that (a) the foundation and the soil can be ...
MONTRASIO, Lorella, NOVA R.
openaire   +3 more sources

Settlement of piled foundations

Géotechnique, 1997
A numerical code for the prediction of the settlement of pile groups and piled rafts is presented. The code is based on the interaction factors method; the non-linearity is simulated as suggested by Caputo and Viggiani, that is, concentrating it at the pile—soil interface. In the linear range, the accuracy is checked against known benchmark solutions.
MANDOLINI, Alessandro, VIGGIANI C.
openaire   +2 more sources