Table 5. Summary of oedometer test...

Table 5.

Summary of oedometer test results: (a) grey clay 30° tubes; (b) grey clay 5° tubes; (c) brown clay 30° tubes; and (d) brown clay 5° tubes

Test	Depth (m)	$σ_{ν 0}^{1}$ (kPa)	w_i (%)	ρ_i (Mg/m³)	$M_{i}^{1}$ (kPa)	C_c/1 + e_o	ε_v0² (%)	Δe/e₀³
(a)
G1	3·9	39	89	1·507	636	0·213	6·1	0·111
G2	4·8	37	63	1·63	500	0·236	7·8	0·160
G3	5·6	46	57	1·597	861	0·174	6·7	0·110
G5	3·9	39	78	1·51	875	0·208	4·3	0·067
G6	4·8	37	53	1·72	700	0·145	5·9	0·116
G8	5·5	46	57	1·589	3404	0·183	3·6	0·063
G14	6·25	125	71	1·495	1435	0·226	6·9	0·085
				Average	1200	0·198	5·9	0·102
(b)
G10	3·1	41	77	1·559	407	0·124	10·7	0·166
G11	5·8	54	33	1·987	1250	0·069	4·6	0·114
G12	5·6	53	37	1·913	824	0·119	7·3	0·258
G13	6·4	58	31	2·035	1400	0·104	6·4	0·134
G15	5·5	50	37	1·906	1083	0·135	4	0·093
G16	6·8	60	44	1·909	1000	0·143	6	0·130
				Average	995	0·116	6·5	0·149
(c)
B1	7·6	138	39	1·791	1794	0·087	8·4	0·156
B2	8·8	136	23	2·217	4722	0·053	4·2	0·124
B3	7·6	128	32	1·969	2388	0·115	4·7	0·103
B4	9·4	70	32	1·926	2429	0·07	5·6	0·119
B5	9·6	64	36	1·848	1333	0·104	5·2	0·101
				Average	2530	0·086	5·6	0·121
(d)
B6	8·3	68	26	1·995	3150	0·066	1·8	0·044
B7	8·4	68	28	2·038	3520	0·054	1·6	0·038
B8	10·3	80	26	2·06	3390	0·037	3·9	0·096
B9	10·4	80	29	2·009	1733	0·038	5·4	0·117
B10	10·5	80	26	2·069	3730	0·037	3·7	0·092
				Average	3100	0·046	3·3	0·077

Test	Depth (m)	$σ_{ν 0}^{1}$ (kPa)	w_i (%)	ρ_i (Mg/m³)	$M_{i}^{1}$ (kPa)	C_c/1 + e_o	ε_v0² (%)	Δe/e₀³
(a)
G1	3·9	39	89	1·507	636	0·213	6·1	0·111
G2	4·8	37	63	1·63	500	0·236	7·8	0·160
G3	5·6	46	57	1·597	861	0·174	6·7	0·110
G5	3·9	39	78	1·51	875	0·208	4·3	0·067
G6	4·8	37	53	1·72	700	0·145	5·9	0·116
G8	5·5	46	57	1·589	3404	0·183	3·6	0·063
G14	6·25	125	71	1·495	1435	0·226	6·9	0·085
				Average	1200	0·198	5·9	0·102
(b)
G10	3·1	41	77	1·559	407	0·124	10·7	0·166
G11	5·8	54	33	1·987	1250	0·069	4·6	0·114
G12	5·6	53	37	1·913	824	0·119	7·3	0·258
G13	6·4	58	31	2·035	1400	0·104	6·4	0·134
G15	5·5	50	37	1·906	1083	0·135	4	0·093
G16	6·8	60	44	1·909	1000	0·143	6	0·130
				Average	995	0·116	6·5	0·149
(c)
B1	7·6	138	39	1·791	1794	0·087	8·4	0·156
B2	8·8	136	23	2·217	4722	0·053	4·2	0·124
B3	7·6	128	32	1·969	2388	0·115	4·7	0·103
B4	9·4	70	32	1·926	2429	0·07	5·6	0·119
B5	9·6	64	36	1·848	1333	0·104	5·2	0·101
				Average	2530	0·086	5·6	0·121
(d)
B6	8·3	68	26	1·995	3150	0·066	1·8	0·044
B7	8·4	68	28	2·038	3520	0·054	1·6	0·038
B8	10·3	80	26	2·06	3390	0·037	3·9	0·096
B9	10·4	80	29	2·009	1733	0·038	5·4	0·117
B10	10·5	80	26	2·069	3730	0·037	3·7	0·092
				Average	3100	0·046	3·3	0·077

Notes: (1) initial oedometric modulus; (2) strain to initial vertical effective stress; and (3) change in void ratio to initial void ratio to initial vertical effective stress

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