Small-strain stiffness properties
| Material | G0: kPa | a | b | RG,min: kPa | Gmin: kPa |
|---|---|---|---|---|---|
| Terrace Gravel | 41939·61 | 0·000145 | 1·0 | 0·03511 | 3000 |
| London Clay | 51743·55 | 0·000056 | 0·9 | 0·06450 | 2667 |
| Lambeth Group Clay | 51924·52 | 0·000110 | 0·95 | 0·04662 | 2667 |
| Lambeth Group Sand | 81346·31 | 0·000015 | 1·0 | 0·14557 | 1000 |
| Thanet Sand | 65275·23 | 0·000046 | 0·85 | 0·02631 | 2000 |
| Material | |||||
|---|---|---|---|---|---|
| Terrace Gravel | 41939·61 | 0·000145 | 1·0 | 0·03511 | 3000 |
| London Clay | 51743·55 | 0·000056 | 0·9 | 0·06450 | 2667 |
| Lambeth Group Clay | 51924·52 | 0·000110 | 0·95 | 0·04662 | 2667 |
| Lambeth Group Sand | 81346·31 | 0·000015 | 1·0 | 0·14557 | 1000 |
| Thanet Sand | 65275·23 | 0·000046 | 0·85 | 0·02631 | 2000 |
| Material | K0: kPa | r: - | s: - | RK,min: kPa | Kmin: kPa |
|---|---|---|---|---|---|
| Terrace Gravel | 49843·08 | 0·000247 | 1·25 | 0·15440 | 3000 |
| London Clay | 26692·73 | 0·000127 | 1·8 | 0·13275 | 5000 |
| Lambeth Group Clay | 61331·71 | 0·000065 | 1·4 | 0·07589 | 5000 |
| Lambeth Group Sand | 49843·08 | 0·000026 | 0·9 | 0·08377 | 5000 |
| Thanet Sand | 29813·53 | 0·000155 | 1·1 | 0·27947 | 5000 |
| Material | |||||
|---|---|---|---|---|---|
| Terrace Gravel | 49843·08 | 0·000247 | 1·25 | 0·15440 | 3000 |
| London Clay | 26692·73 | 0·000127 | 1·8 | 0·13275 | 5000 |
| Lambeth Group Clay | 61331·71 | 0·000065 | 1·4 | 0·07589 | 5000 |
| Lambeth Group Sand | 49843·08 | 0·000026 | 0·9 | 0·08377 | 5000 |
| Thanet Sand | 29813·53 | 0·000155 | 1·1 | 0·27947 | 5000 |
Note: p′ref = 100 kPa; mG = 1·0; mK = 1·0 for all strata
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