Three-dimensional mechanical characteristics of rocks surrounding the stope of thick unconsolidated layers and thin bedrock were studied using the comprehensive research methods of similar conditions stope analogy, field measurement and numerical calculation. Draw the following conclusions: strata behaviors is related to the base-mining ratio, with the base-ming ratio increasing, strata behaviors is easing. According to the different base-mining ratio, stope can be classified as three types, including "having plate and shell" "having plate without shell" and "no plates no shell". For the "having plate and shell" type of stope,"stress shell" is first shelter of the stope, and rock beams or plates in fractured zone as second shelter of the stope, strata behaviors easing; For the "having plate without shell type of stop, rock beams or plates in fractured zone are first shelter of the stope, without upper bearing stress shell, if the structure of plates or beams is instability, strata behaviors of the stope is dramatic; For the "no plate no shell" type of stope,neither the structure of plates or beams nor "stress shell" shelter, alluvial soil load transfer on the hydraulic support directly, this is the important reason that the stope of small base-mining ratio is prone to happen the fully mechanized support crushing accidents. The overlying strata of " no plate no shell" type of stope according to rock vertical structure are divided into two zones, namely "caving zone" and "bending zone". And the mechanics mechanism of formation of three types of stope are analyzed. [ABSTRACT FROM AUTHOR]