Weak soils
Weak soils: cohesive soils having shear strength under natural conditions less than 0.075 MPa (as determined by rotary shear devices) or a settlement modulus greater than 50 mm/m at a load of 0.25 MPa (deformation modulus below 5 MPa). In the absence of test data, peat and peaty soils, silts, sapropels, clayey soils with a consistency index above 0.5, gleyed clays, and soils of wet solonchaks should be considered as weak soils
Source: "GOST R 54476-2011. National Standard of the Russian Federation. Soils. Laboratory methods for determining shear resistance characteristics of soils in road construction"
(approved and introduced into force by Order of Rosstandart dated 20.10.2011 No. 475-st)
Морфология
Род
Понятие «грунты слабые» мужского рода.
Склонение и число
| Падеж | Единственное число | Множественное число |
|---|---|---|
| Р | грунта слабого | грунтов слабых |
| Д | грунту слабому | грунтам слабым |
| В | грунт слабый | грунты слабые |
| Т | грунтом слабым | грунтами слабыми |
| П | грунте слабом | грунтах слабых |