Step 1: Evaluate Assertion (A): in soil mechanics, compressive normal stresses are indeed taken as positive, the opposite of the convention often used in general structural mechanics where tension is positive. So (A) is true.
Step 2: Evaluate Reason (R): soil is a particulate assembly of grains that cannot sustain meaningful tensile stress between particles, since the grains simply separate under tension rather than pulling against each other. Almost every stress state in soil, from self-weight, foundation loads or overburden, is compressive. So (R) is also true.
Step 3: Check whether (R) explains (A). Soil mechanics adopts the compressive-is-positive convention precisely because compressive stress is the dominant, practically relevant type of stress in soil, making it mathematically convenient to treat that common case as positive. So (R) correctly and directly explains (A).
Step 4: Since both are true and (R) is the correct explanation of (A), the answer is option 1.