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2.Tabula. Pamatnes gr<strong>un</strong>šu fizikāli-mehāniskās īpašības<br />
Gr<strong>un</strong>šu<br />
Nr.<br />
1<br />
2<br />
3<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
Gr<strong>un</strong>šu<br />
nosaukumi<br />
Smilšainas<br />
gr<strong>un</strong>tis<br />
Mālainas<br />
gr<strong>un</strong>tis<br />
Īpatnējais<br />
svars<br />
(kN/m 3 ) γ<br />
20,11<br />
19,81<br />
18,24<br />
18,54<br />
18,15<br />
17,36<br />
16,87<br />
17,56<br />
17,46<br />
18,34<br />
19,32<br />
18,24<br />
19,62<br />
19,32<br />
17,46<br />
18,73<br />
18,93<br />
18,54<br />
17,95<br />
Gr<strong>un</strong>šu<br />
relatīvā<br />
pretestība<br />
R o (kPa)<br />
343<br />
294<br />
283<br />
300<br />
265<br />
200<br />
196<br />
285<br />
290<br />
243<br />
256<br />
282<br />
270<br />
260<br />
230<br />
280<br />
270<br />
190<br />
180<br />
Deformācijas<br />
modulis<br />
E<br />
(MPa)<br />
50<br />
43<br />
42<br />
46<br />
40<br />
27<br />
12<br />
40<br />
43<br />
18<br />
25<br />
16<br />
28<br />
27<br />
17<br />
25<br />
23<br />
18<br />
14<br />
20 Klints R sp = 25 MPa<br />
Iekšējās<br />
berzes leņķis<br />
φ<br />
46<br />
44<br />
42<br />
40<br />
38<br />
36<br />
32<br />
35<br />
38<br />
24<br />
25<br />
23<br />
24<br />
23<br />
19<br />
21<br />
17<br />
16<br />
15<br />
Piezīme: Citi aprēķiniem nepieciešamie lielumi doti 4 – 7 tabulās<br />
1.zīmējums. Balstu <strong>un</strong> slodžu izvietojuma shēma<br />
5
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