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СМК может обеспечивать строительство зданий до 34 этажей.
При необходимости возможно обогащение пылеватых глинистых грунтов посредством добавления к ним песчаных грунтов и перемешивания до укладки в насыпь.
При наличии пней, кочек, углублений, воды на поверхности основания насыпи перед укладкой геотекстиля следует отсыпать песчаный выравнивающий слой, толщина которого должна быть равна величине неровностей.
Для облегчения выдавливания следует производить рыхление торфа механическим или взрывным способом, устраивать торфоприемники (траншеи вдоль подошвы насыпи), отсыпать насыпь узким фронтом (способ перегрузки), а также осуществлять воздействие виброударной и ударной нагрузкой.

При применении метода временной пригрузки грунт из пригрузочного слоя после достижения заданной осадки насыпи следует использовать для отсыпки на другом участке, насыпь следует возводить равномерно на всю ее ширину.
4.6. Разбивку земляного полотна следует выполнять в соответствии со СНиП 3.01.03-84. При разбивке должны быть вынесены в натуру и закреплены все пикеты и плюсовые точки, вершины углов поворотов, главные и промежуточные точки кривых и установлены дополнительные реперы у высоких (свыше 3 м) насыпей и глубоких (более 3 м) выемок, вблизи искусственных сооружений, через 500 м на пересеченной местности, а также на участках комплексов зданий и сооружений дорожной и автотранспортной служб.