Secondary Consolidation of Ariake Clay

Coefficient of secondary compression of clay：Effects of major clay minerals on the coefficient of secondary compression （C - 2α - 2 were）examined. The value of C - D2α - D2 was constant for kaolinite, halloysite，and sericite while showed a maximum for bentonite and Ariake clay against an increase ofconsolidation pressure. The ratio of C - D2α - D2 against compression index C - D2c - D2 was constantfor kaolinite, halloysite，and sericite while decreased for bentonite and Ariake clay when the consolidation pressure wasincreased . thus,the secondary consolidation-相关的characteristics for remolded clay exhibited did not exhibit aregular tendency,但不同的场合是作为一个主要的细节。C - D2αe - D2/C - D2c C - D2 for undisturbed clay showed a maximum at consolidation yield stress，P - d - 2c - D2，and exhibited almost constant above this stress level. The average of C - D2αe - D2/C - 2c - D2 was0.0392 with confidence intervals of 0.029 to 0.04More 9 which was within a range proposed by Ladd.2. ki D20 d ii, λ, κ：The values of K y D20 y D2, λ，而κ needed for deformation analysis were assessed using the consolidation test apparatus which iscapable of measuring horizontal stress. The value of K D20 D2 showed The minimum of 0.2 to 0.5 ataround a consolidation yield stress, p - D2c - D2，and increased with increasing consolidation pressure above p - 2c D2，but was almost constant (0.45 to 0.65) above 4 to 6p D2c D2. The value of λ estimated from Thevalue of C - D2c - D2 in one-dimensional consolidation tests gave overestimation. The followingequations obtained for Ariake clay：λ D2c D2=0.521 *-1.08, κ/λ≒0.1，where f denotes volume ratio.3. Prediction of settlement from in-situ data：Hyperbolic curve and Hoshino's method are available to predict settlement of clay from in-situ test数据. Equations in those methods are represented as an upward convex hyperbolic curve when theequations are obtained in terms of dS/dlogt-logt，where S is the amount of settlement and t is time. plotted settlement data showed a straightline which was away from the hyperbolic curve after a certain time t D2s D2. Therefore，the prediction of settlement was carried out by the hyperbolic curve method until t D2s D2 and thesettlement was assumed to be proportional to logt after t - D2s - D2.这些产品良好的结果。Effects of pore water salinity on consolidation characteristics of clay and deformation analysis of pore water salinityAriake clay ground were also studied. Less

1. Coefficient of secondary compression of clay : Effects of major clay minerals on the coefficient of secondary compression (CィイD2αeィエD2 were examined. The value of CィイD2αeィエD2 was constant for kaolinite, halloysite, and sericite while showed a maximum for bentonite and Ariake clay against an increase of consolidation pressure. The ratio of CィイD2αeィエD2 against compression index CィイD2cィエD2 was constant for kaolinite, halloysite, and sericite while decreased for bentonite and Ariake clay when the consolidation pressure was increased. Thus, the secondary consolidation-related characteristics for remolded clay exhibited did not exhibit a regular tendency, but differed whether smectite was present in the clay as a primary mineral. The value of CィイD2αeィエD2/CィイD2cィエD2 for undisturbed clay showed a maximum at consolidation yield stress, PィイD2cィエD2, and exhibited almost constant above this stress level. The average of CィイD2αeィエD2/CィイD2cィエD2 was 0.0392 with confidence intervals of 0.029 to 0.04 … More 9 which was within a range proposed by Ladd.2. KィイD20ィエD2, λ, κ : The values of KィイD20ィエD2, λ, and κ needed for deformation analysis were assessed using the consolidation test apparatus which is capable of measuring horizontal stress. The value of KィイD20ィエD2 showed the minimum of 0.2 to 0.5 at around a consolidation yield stress, pィイD2cィエD2, and increased with increasing consolidation pressure above pィイD2cィエD2, but was almost constant (0.45 to 0.65) above 4 to 6 pィイD2cィエD2. The value of λ estimated from the value of CィイD2cィエD2 in one-dimensional consolidation tests gave overestimation. The following equations were obtained for Ariake clay : λィイD2cィエD2=0.521 *-1.08, κ/λ≒0.1, where f denotes volume ratio.3. Prediction of settlement from in-situ data : Hyperbolic curve and Hoshino's method are available to predict settlement of clay from in-situ test data. Equations in those methods are represented as an upward convex hyperbolic curve when the equations are obtained in terms of dS/dlogt-logt, where S is the amount of settlement and t is time. The plotted settlement data showed a straight line which was away from the hyperbolic curve after a certain time tィイD2sィエD2. Therefore, the prediction of settlement was carried out by the hyperbolic curve method until tィイD2sィエD2 and the settlement was assumed to be proportional to logt after tィイD2sィエD2. These produced good results. Effects of pore water salinity on consolidation characteristics of clay and deformation analysis of Ariake clay ground were also studied. Less