Page 55 - Carbonate Sedimentology and Sequence Stratigraphy
P. 55

46                                       WOLFGANG SCHLAGER


                                                                          well-documented slopes
                                                                          slopes lacking precise control on geometry
                                                                          slopes stabilized by framebuilding and cementation
                                10°
                                   clay
                                                                    50

                                                                    SLOPE ANGLE IN DEGREES  30

                                         20°                        40




                                                                    20
                                               25°
                                       30°
                                 35°
                       45
                                                                    10
                             40°
                                                                     0
               35°
           gravel                              sand/silt
                                                                            grain-supported     mud-supported
        Fig. 3.13.— Grainsize vs. maximum stable slope angle of ter-     no matrix  mud matrix  grains admixed  mud
       restrial, weathered slopes. Extrapolation to marine sediments            DOMINANT SEDIMENT FABRIC
       is fairly well justified for clay-free material. Clay-rich material is
       highly sensitive to water content and pore water pressures; values  Fig. 3.14.— Sediment composition strongly influences slope
       shown here are for dry material. Stable angles for water-saturated  angles of carbonate platform flanks. Cohesionless sediments,
                                                                                                                ◦
       clays are about one half of the dry values (measured by the tan-  such as clean sand and rubble, build up to angles of over 40 .
       gent). Stable angles of clays with overpressured water are even  Muddy, cohesive sediments tend to develop large slumps that
       lower. After Kirkby (1987), modified.                   maintain a low slope angle. After Kenter (1990), modified.


                        A)
                           SW       0   1   2  3  km                                        NE
                                   vertical exaggeration 5x
                       0.5                                                                     0.5
                                                      site - 630                       site - 628
                         TWTT (s)


                       1.5






       B)
                                                                 Fig. 3.15.— A. Profile of slope with muddy cohesive sediment.
                                                               Characteristic are gentle slope angle and large-scale slumps
                                                               with toe thrusts at the distal end. Northern flank of Little Ba-
                                                               hama Bank. After Harwood and Towers (1988), modified. B.
                                              ca. 300 m
                                                               Prograding carbonate platform slope composed of sand, rubble
                                                               and over 50 % automicrite. Even though the automicrite was
                                                               precipitated as rigid layers and lenses, it slid and broke up fre-
                                                               quently and was not able to create mound structures. The slope
                                                               was controlled by the angle of repose of the detrital material.
                                                                                               ◦
                                                               Clinoforms are straight and dip at 35-38 , close to the angle of
                                                               repose of mixtures of sand and rubble (see Fig. 3.13). The an-
                                                               gle of the subaerial scree, also composed of rubble, is nearly
                                                               identical (angle of repose of non-cohesive material is nearly the
                                                               same on land and under water). Triassic Sella Platform, South-
                                                               ern Alps. Field sketch by the author, interpretation after Kenter
                                                               (1990).
   50   51   52   53   54   55   56   57   58   59   60