. Mechanics of debris avalanching in shallow till soils of southeast Alaska. Soil mechanics Alaska; Landslides Alaska; Debris avalanches Alaska. Figure 2.—Piezometer being lowered into auger hole near slide 3. diameter, connected to 1/2-inch outside diameter polyethylene tubing (fig. 2). Three-inch holes were drilled with a bucket auger to a point approximately one- half inch below the unweathered till surface intersecting the zone of water movement. If water flowed freely into the hole, it was prepared for piezometer placement. Before placement, the depth of the hole to the unweathered till s

GLIX-115-RFCBA2

. Mechanics of debris avalanching in shallow till soils of southeast Alaska. Soil mechanics Alaska; Landslides Alaska; Debris avalanches Alaska. Figure 2.—Piezometer being lowered into auger hole near slide 3. diameter, connected to 1/2-inch outside diameter polyethylene tubing (fig. 2). Three-inch holes were drilled with a bucket auger to a point approximately one- half inch below the unweathered till surface intersecting the zone of water movement. If water flowed freely into the hole, it was prepared for piezometer placement. Before placement, the depth of the hole to the unweathered till s
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. Mechanics of debris avalanching in shallow till soils of southeast Alaska. Soil mechanics Alaska; Landslides Alaska; Debris avalanches Alaska. Figure 2.—Piezometer being lowered into auger hole near slide 3. diameter, connected to 1/2-inch outside diameter polyethylene tubing (fig. 2). Three-inch holes were drilled with a bucket auger to a point approximately one- half inch below the unweathered till surface intersecting the zone of water movement. If water flowed freely into the hole, it was prepared for piezometer placement. Before placement, the depth of the hole to the unweathered till s

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